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" ' - --a..�C . + ` �r11t411111111 1111111 1111(11 Illltll IIlllyl• 1111111 111;1�1��ill 'i�Ij1�I�II111I11111� 111'111 Illllill) 111 111 111 111 111 111 III III 111 111 T11 r;' III 111 III 111 111 III � (� s ..'. .�. ' NOTE: IF THIS A ICROF I I_MED 1 2 3 4 5 5 7 B 9 I I I 12 DRAWING IS LESS CLEAR THAN THIS NOTICE;-IT IS DUE TO _THE QUALITY OF THE ORIGINAL DRAWING, pE 6Z 92 LZ 8Z SZ tiZ EZ Z? Ia OZ 61 RffI I1 9I1 SI t'I c ZI 11 01 �I3----'.- 9 L 9 9 ��r 0 c Z 13o•l�" ►III111111111I111111111�111111111�111111111�IIIIIIIilI1N111111�11NlH1t�t1ulta1101HINN�Nllhlfi�l��l111�1111I11!11111111111114111111111111hil li'I1IIt1411111111II1III�1111I11i1)IIIIIIi11111tIII111�IJl�ill��ItI�III111111�111111111�111t�IjIllHlb1111I1111V111�1�WiI1111IIII�II�I�NH "amp MARCH 30Al 19 92 SURVEYOR : REGIS : :: ,tiD 00 x ' Jhvl IN-FOOL E- d /I SSO C,, INC, LY(.. R \ /750 .S W SKYL l N E f_3L !/D. / R �� u./ 54 7 z TLQND dR. 974?: e/ -- (?ZD C) 7ic L CAECA DE BLVD. tA . 1 J-6)96�G 'f 1 79 S (Nor f Oe.IA'/-) J '_..�-_ -;, -� ?. c . rte_(TK% 9� �v • � c:�.` '�` �9 - \ pad S l' Uro• Q-70d4_/ •�,C. c ,� I - - -1889°tZyE L- 9J• lO X04 2 - 3r peoicaTiON C:- /Z3. ez " \ d=/Z9 .37 S �4t c= o h� ARRA CJ � o PUO S�E- OF SURVEY ' x i -�- utll� �T l�El�/CST/O III 70 DL` T�ie,W I N� 77 r5 SOUI"DAg y CSF' _rH E= F�e� M f 5 E' 5 �5N0 WIV NE AJ EON FVR t5/ TE /MPr<O V,Emc--'� T ASND _Sr � �6- ��IA W 7 ~ - 6 0/1540 C :- �O / U h , I e oB o 7 /' o" �' c� / -, :6,t,, .0IWON UMCWT,5 WFAZ E F-oUNI D /N U REIN�3'L�•� ,�lJ� D �' ti `�� '9c� j4N�? 4 L )NG Cf+'`y CA \ g ' � r,; \\•�� , I �- e •� i` ,�, R�ECORa BOUNDARY t5EAf<ltvG5 AND 0/:3 F4MC E5 N� 3Z iii! , C WEgE HELD PEP-, DESC�'lP77CaN ,t-Ur�N /5144-D BY CL /�FNT MONUMrX75 uE� FOUND 4 LONG TI-4E- EA_ TESLy L/�l 5s �ALE _ l 50 ' APRIL /4 , 1987 ! (Q NO /T! ��CiUT�ERLb EX TE1�l /ON) ,4 5 5i4C WN , Ay CIO 1 �'EQ�IIIIG �f3�S/S - PS 11 :514- '90 a a a . w P5) .� - . 8 9 66 `� REF &AI C.L /1/lW IE7,14L 5 . PZA 7 LEGEND ! \�0 '°o �� pz Ar- of- Com' '0_Z04 3 D4 7,4 . (R) F�5 N0. 314 Ol �l��• RECORD �M�- Nl�-A.�U�h , � Cg C• L . r(fO2 T 1. 00. 9E,OF=T N0. 4— l 33 67. CSI L C UL 4 TEL) (r/K) - 71 7-LL - 9& 1'OIZ:T- / - T=• 394• '%' ONUMENT OUNO 45 A107-EV. o O - ,518"X 30" /ZW &D SET W164P ' y STAMPED ' E-001-E Rs &74 ' � I I l i 1 1 C:) Elli J. w / QUA TED IN: 187 9z,44 �nz) �� APR 1 D C. 6IZ41W 4 M D. L .C. (Nor o N ) I Ne3z'lrt/' i `;• E E� BE Z FUD .�, lV G'V / 4 SE is- -�� ,N I F,�►�SE S ''A0 �� f I �, JUSS I 40 T , rs e. lW.., wM. , C/7y OF T/(�NAQ-D, COUN l of 10� Pl % RECORD OF' � � � N� Ta�.l SURVEY • I ----'`" CZE E ► - _ � .._._� K �1�N. APPRC")'v Ef:) FjY '' ASN �S7,Q-/-E_ 0� � ,,/ - / ti:.A� � No f� U [`RaWr: Hr V� ()A I F No to d �Ev 1c,F t, ST OPN PERMIT NO . 253 _ g '; PAULSON S 2 OF 7 ORAWIN U _R 8.17- 1424 :4 PAiNYfO ON N(1 100014 ClfARPRINT • QIN i �fiili iii iIi i � trl � i µi � r ri° ii" _r. I ► rr. I � :.f.- r � 11 i I 'r I, � .' t.. i� i o._ I t I+t � � r e' Y I I i � � t r r r r I I I � � � � Jill�t 1�{1�_I;� I- I I I � t� t tI _{ IIrIII_ I11 I I IIS I 1 { 0 ` 011 II II � t . { I � { � ( I I { 11111 1 { I { I { 1 I { 1 { I { ! I { i III I � { � 1 � � �1 � { � It � I NOTE : IF THIS MICROFILMED 2 3 4 5 6= "r' 8 9 I O I I i� - ^ --------- - —:-- DRAWING IS LESS CLEAR THAN ` r TH IS NOT ICE;•T•C I S DUE TO THF QUALITY OF THE ORIGINAL " DRAWING. I I I i l l I l 1 I I �r!I��tltlsllt+lotlll111 tttlll�i� Itit�tll[r IIII�.IIIIItlll�iltl iiul��±e i�t�0,tiiE s>'I1�1116,tt1iI1111I�t��l4llIItII�N�t rllllltltlllrl�1111I1tt1�41� I +:Irlll tts�Irlttlllll{Iit1�1111{IIII 1111{Illt�lll� �i�tl�rlll��Ir� ��It�l� I�tllttltsllltllllll�llD1.11111tli111�1�1111�1r1�{Illt�l�tlltl ; , • FILE N0.-2-93-,?7 GREENBURG ROAD -• 10855 STR. CPN PERMIT P<�I dt'"1"119 reduonl pod 7564 Please ROUTING REQUEST READ To Y4& HANDLE L.J APPROVE a nd WwIL �J FORWARD tel/ ("-k L.J RETURN [1 KEEP OR DISCARD 'TU REVIEW WITH ME F �^�( �/ j�yi Ytfr��✓ Date From rL 0L t D Iu19T` Lam: ct.;1 iltc— �'-� Geo f�� ✓�.�. , o a � � `� -� cz �1 • . / • • • • • ,/ '• dip P/ '40000 • • • • ' . 0 see VN 400/ '00/ i �c �C W • • • , • •• • v N � • ' X11 v —�N. / Wx i CITYOFIFARD August 11, 1987 OREGON 25 Years of Service 1961-1986 Jim Weddle & Assoc., Inc. 1750 S.W. Skyline Blvd. Portland, OR 97221 RE: "Paulson's" (legal description) Dear Jim: Enclosed, please find a copy of your legal. description for the aforesaid site. Said legal needs to be ,orrected in accordance with our thereon cores-nts. Upon correction, ple-:se send a finished copy to my attention. This will complete all required legal description documentation work for the project. Sincerely, John S. Ha ;62 Engineering Technician enclosure cc: file JH/mj A.C.SCHOMMER& SONS,INi:. GE 4ERAL CONTRACTOR (A.allty Construction Since 1937 a'tdy 13nu1 1•1� tl' Oreclon 97232 503123 1026 31 1Y�M KEN Michael Smithey 13125 SW Nall Blvd.,P.O.Box 23347,Tigard,Oregon 97223 (503)639-4171 _._ �Kt etvA (1 �11CaA�� I . e V-rc{v a.! . G.-.� MVS We((Ct l� . 1 le�sc'_ Cc.�►n�1tw. ��lY INDIVIDUAL - GENERAL PARTNERSHIP CONSENT COVENANT (NONREMONSTRANCE AGREEMENT) Drainage Improvements The undersigned owners (including the persons listed below as purchasers) of the real property described below do hereby record their consent to the formation of a local improvement district by the City f Tigard or other public agency for the purpose of Improving drainage system. in the vicinity of or abutting the property described in Exhibit "A" below. The undersigned expressly waive all present and future rights to oppose or remonstrate against the formation of a local improvement district for the improvement of drainege systems in the district, reserving only the right to contest the Inclusion of particular cost Items in the improvement district proceedings and any right they may have under the laws of the State of Oregon to contest the proposed assessment formula. The real property that is the subject of this consent covenant is described as follows: EXHIBIT "A": 10855 S. W. Greenburg Rd. (WCTM ISI 35 BC Lot 900) IN WITNESS WHEREOF, the grantor(s) has (have) hereunto �et his (hese) (their) hand(s) att� seal(s) this day of I 9i f Cie ec,K-- fSEAL) �i'�1.r`�`y f�'�/-/ a . / ,(SEAL) (SEAL) (SEAL) STATE OF OREGON ) ss. County of Wanhington ) BE IT REMEMBERED, that on this (. j day of l L;�FC� 19_`% before me, the undersigned Notary Pubic ,in and ./tar the State of Oregon, personally appearei the within-named who 3r6 (a e) known to me to be the identical individual(s) described in and who executed the within instrument and acknowledged to me that ho.—{-&he) (they) executed the same freely and voluntarily. IN,-TESTIMONY WHEREOF, I have hereunto set my hand and seal this day of 19, Notary Public Commission Ex for Oregon (NOTARIAL SEAL) My pirea: Alproved as to form this day of , 19 By: _ City Attorney - City of—11-9 —rd Approved as to legal description this day of By: City Engineer - City of Tigard Ap{ t,,ved tt _ day of , 19 CITY COUNCIL, CITY OF TIGARD, ORE(, By: _ City Recorder - City of Tigard � _ tS) CITY OF TIGARD Washington County, Oregon �-- NOTICE OF FINAL ORDER - BY HEARINGS OFFICER 1 . Concerning Case Number(s) : SL 87-05 2. Name of Owner: Richard & Norma Paulson 3. Name of Applicant: Richard & Norma Paulson Address 3040 NE. Sandy Blvd. _City Tigard _State_ OR.zi 97232 4. Location of Property: Address 10855 SW Greenbury Rd. Legal Description 1Sl 35BC lot 900 5. Nature of Application: For a Sensitive Lands permit to allow for _landform alteration within the 100 year flood plain on property zoned C-G (Commercial General ) Located: 10855 SW Greenburg 6. Action- _ Approval as requested XX Approval with conditions Denial 7 . Notice: Notice was published in the newspaper, posted at City Hall and mailed to: _X The applicant & owners _XX Owners of record within the required distance _ Xx The affected Neighborhood Planning Organization _gX_ Affected governmental agencies 8. Final Decision: THE DECISION SHALL BE FINAL ON June 22, 19871_UNLESS AN APPEAL IS FILED. The adopted findings of fact, decision, and statement of condition can be obtained from the Planning Department, Tigard City Hall, 13125 SW Hall Blvd. , P.O. Box 23397 , Tigard, Oregon 97223. 9. Appeal: Any pact; to the decision may appeal this decision in accordance with 18.32.290(A) and Section 18.32.370 which provides that a written appeal may be filed within 10 days after notice is given and sent. The deadline for filing of an appeal is 4:30 P.M. June 22, 1987 10. Questions: If you have any questions, please call the City of Tigard Planning Department, 639-4171. 0257P BEFORE THE HEARINGS OFFICER FOR THE CITY OF TIGARD IN THE MATTER OF THE APPLICATION) FOR a Sensitive Lands Permit Far_ ) No. SL 87-05 landform alteration within the ) 100 year floodplain on property ) zoned C-G; Richard and Norma ) Piulson, applicants. ) The above-entitled matter came before the Hearings Officer a". the regularly scheduled meeting of I.1ay 28 , 1987 , at the Tigard Civic Center Town Hall Room in Tigard, Oregon; and The applicant requests a Sensitive Lands Permit to allow for a landform alteration within the 100 year floodplain on property zoned C-G (General Commercial) , property described as Tax Lot 900 , Map 1S1 35BC, City of Tigard, County of Washington, State of Oregon; and The Hearings Officer conducted a public hearing on May 28 , 1987 , at which time testimony, evidence and the Planning Department Staff Report were received; and The Hearings Officer adopts the findings of fact and conclu- sions contained in the Staff Report, a copy of which is attached h eto, marked "Exhibit A" and incorporated by .reference herein; NOW THEREFORE IT IS HEREBY ORDERED THAT SL 87-05 be and hereby is approved subject to the following conditions : 1. UNLESS OTHERWISE NOTED, ALL CONDITIONS SHALL BE MET PRIOR `i0 VEGETATION REMOVAL OR GRADING. 'age 1 - SL 87-05 2. A permit shall be obtained by the applicant from the U.S. Army Corps of Engineers (Authority: Section 404 , Clean Water Act, 33 U.S .C. 1344) for discharge of dredge or fill material into waters of the United States. A copy of said permit shall be provided to the City Engineering Office by the applicant. -r0l'13. Dedication to the public as Greenway of all that land U� within the proposed wetlands on the southern portion from the south property line to the edge of the proposed easement. 4 . Re-planting of disturbed areas shall be done with native wetlands vegetation identical to that removed. j%P #,,.�5. Conveyance of a permanent storm drainage easement north ,,'� I� Jd of the wetlands area along the west property line approximately 15 feet in width to Cascade. �i��C� 6. Applicant shall provi Joy r� de the Engineering Section with an as-built gurvey showing all finished grading work. Said survey shall be certified by a registered professional land surveyor. 7. This approval is valid if exercised within one year of the final approval date. DATED this 10th day of ,June, 1987. HFARINGS OFFICER i TH-irlA ON / — -— Page 2 -- SL 87-05 TO F R 0 m KAU Cl 'OF I v SUBJECT pro Et-vh ot—el C.vtp A t-jA, Pads 0-t 1.,!) POO(/ (0 V t, tA,(1e, 31565 [a Egg I I I I WC FO s 'l 0 in 'r r-17 Is &-Ar r • iot, "Pep SIGNED - kDATE( SI(AED TE SENb PARTS I AND "IM PART 3 Wit L HF RETUnNE13 WITH REPLY 4W463 cr 1) '.4t-- A-sLJ 87033069 \t� INDIVIIUAL-G.P,NERAL PARTNERSHIP PERMANENT STORM DRAINAGE EASEMENT KNOW ALL MEN BY THESE PRESENTS THAT Richard G. Paulson, Sr. ar,d Norma L. Paulson, Husband and Wife, dba Paulsons Floor Coverings hereinafter called the Graitors, in consideration for the sum of — Aonf, dollars _64- ) from the City of Tigard, hereinafter calleT2rantee, grant and convey unto the City of Tigard a perpetunl easement for constructing, reconstructing, operating, maintaining, inspecting and repairing of an underground storm drainage line and appurtenances, together with the right to remove, as necessary, vegetation, foliage, trees and other obstructions on the following described parcel of land, actuated in the City of Tigard, Washington County, State of Oregon: See attachment "Storm Drainage Easement Description" IT IS EXPRESSLY UNDERSTOOD that this easement does not convey any right, title or interest except those expressly stated in this,, easement, nor otherwise prevent Grantors from the full use and dominion thereover; provided, however, that such use shall not interfere with the uses and purposes of the intent of the easement. IN CONSIDERATION of the premises, grantee agrees that if Laid Grantee, its successors or assigns should couse said easement to be vacated, the rights of the Grantee in the above described easement will be forfeited and shall. immediately revert to the Grantors, their successors and assigns in the case of such event. TO HAVE AND TC HOLD the above-descrihed and granted premises unto said Grantee, its successors and assigns forever. IN WITNESS WHEREOF, the gran r(s) has lhave) IT reunto set hiq, (her) (their hacfd(4) and a el(e� this/ day of , 19 Jam) f r 12.CI-C:-l1✓(SEAL) (SEAL) (SEAL) STATE OF OREGON ) County of NAf9It ) MULTNOMAH BE IT REMEMBERED, that on this23 d day of _ April , 19 87 , before me, the undersigned Notary Public in and for ,the State of Oregon, person->>v appeared the within-named Richard G. Paulsun and Nora L. Paulson who 1a (are) known to me tc �c the identical Individual(s) described in and who executed the within instrument and acknowledged to me that tmx>fvt* (they) executed the same freely and voluntarily. IN TESTIMONY WHEREOF, I have hereunto set my hand and seal this ' 3rd day of Apri 1 19 97 . Notary Public for Oregon (NOTARIAL SEAL) My Commission Expires: 8/7/88 Approved as to legal description this 14 day of _'I/gB , 19 a-7 By, �1l Title: L/J r1V Approved this 1,j-7t,— day of�J,A in.> >_ 19 DEPARTMENT OF COMMUNITY DEVELOPMENT By / — ,_? Titles RC:cn/2760P J E.asement 1.)escririt1on Fermant-.-rit G t a t-ai D r a i ri -,A a e E a s E?(vi e n t F'raper-tv sitt-ki-0:.ed iri the Citv of Tioard , COL11-itV Of Wat:ihinqton and State of Oregon described as follows. to- wit: Commenc i na at a point which bears, North Wesl.-. 1056. ()(.1 feet . South B9*22 '(")()" East 193. 66 And GCJuth West ri. 017) feet from the Sot.tthvesi: corner of the D.C. Graham Donation Land Claim No. 52 in thi 1J. W. 1/4 Section 75, Townsnip I South , Range 1 West , Willamette Meridian , said poinl. also being 30. 00 +eet (when MeASL(rrd at right angles) Southerly of the center-line of S. W. Cascade Elvd. ; thence South 89022 (W)" East parallel to the centerline of said street 15. feet.; thence Ernoi.tth 00*21 West feet; thence North e9 *32 '0(7" West 15. (.-.)(.) +-pet, thence North 00021 CK.'j" Fast 54-J0. 64 feet to the point of beginning. REGISTEREDD PROFESSIONAL LA n SURVEYOR T OREGON JULY IZA68 IDDL JAMES 0 714L'. E 8 a_ Ita Wil yea b*% C JIto a In^ ``��0 4 � a ow A �\ 4U it �s o� � P• \ V Q \�r24� y Q STATE OF OREGON \\� SS 3 County of Washington I,Donald W.Mason,Director of Assessment and Taxation and Ex Officio Recorder of Con- veyances for said county,do hereby certify that the within Instrument of writing wag received and recorded In hook of records of said county. Donald W Mason. Director of Assessment and Taxallon, Ex- Offlcic County Clerk 1987 in 26 AM 11: 20 87033070 INDIVIDUAL GENERAL PARTNERSHIP STREET DEDICATION KNOW ALL MEN BY THESE PRESENTS, that Richard G. Paulson, Sr. and Norma L. Paulson Husbandand Wife dba Paulsons Floor Coverings do hereby e icate to a Public a perpetual right-of-way for street, road and utility purposes on, over, across, under, along and within the following described real property In Washington County, Oregon: See attachment "Dedication description S.W. Cascade Blvd. and S.W. Greenburg Road". To have and to hold the above-described and dedicated rights unto the Public forever for the uses and purposes hereinabove stated. The grantor(s) hereby covenants that they ire the owner(s) '_n fee simple and the property is free of all liens and encumbrances, they have good and legal right to grant the rights above-described, and they will pay all taxes and assessments due and owing on the property. The amount paid for this ciedication is �_ $ IN WITNESS WHEREOF, the grantor(e) has have) hereunto att his (her) (their) hand(s) and 'seal(s) thi� '"+ day of 19 ✓''I I (SEAL) �•' �� ✓ (SEAL) (SEAL) (SEAL) STATE OF OREGON ) ae. COUNTY OF AVOJMIW uril 23, MULTNOMAH Personally appeared the above named Richard G. Paulson and Norma L. Paulson who executed this instrument and each of them ackc:owledged to me that thin instrument was executed voluntarily and frealy. IN TESTIMONY WHEREOF, I have hereunto set my hand and seal this 23rd _ day of April , 19 87 � 1 r17 Notary Public for Oregon (NOTARIAL SEAL) My Commission Expires: 8/7/88 ,Approved as to legal description this M44 day of IU 19$7 /I�/ 'Title: � �i/!7/�" Approved this 11� day of vi N , 19�. DEPARTMENT 9F COMMUNITY DEVELOPMENT By: c \_ 2173A/24A Title: r 1 .- „f 11=1"W110."LN v110$1.+. ' r� rrooert, uEScrIptiLin Strt:wt uedlcation W, ur eenbu,'o Road and S.W. Cascade Blvd. r-ropr+ri;v 1511uartwd in the City of -ligard. County of Washington and t,t<,rte or Oregon descrihod a5 follows, to-wits bFq:nntrtu at a point in the South line of Cascade Boulevard. a dedicated street. 50 feet wide. said point bears North Wt. t. 1 !56.00 feet and South 89°22'),0"•East 193.66 feet from the �,(.-thwest corner of the D.C. Graham Donation Land Claim No. 52 in W.W. .1i4 Section 35, Township 1 South, Range 1 West:, Willamette Meridian: thence along the South line of said street the follow- ing courses and di'3tanr_ese South 89422'ii)" East 210.00 feet to the beginning of a tangent 175.99 foot radius r-.ttrvv right: East- erly along the arc of said curve 97.08 feet through a central angle of 31 47'00" (the long chord bears South 73. 28'30" East 95.84 feet) to a point of reverse curve: Easterly along the arc of a 2::'9.00 foot radius curve left 122.04 feet through a central angle of 31047' 00" (the long rhord bears South 73'28'30" East 120.48 feet) to a point of tangency: South 89°22'01" East 41.27 feet to the beginning of a tangent 25.00 foot radius curve right: Southerly along the arc of said curve 56.56 feet through a cen- tral angle of 129037'00" (the long chord hears South 24°7,,.3'30" East 45.24 feet) to a point 30,00 feet (when measured at right angles) Waster l ✓ of the centerline of S.W. Greenberg Road; thence ;south 4()015'00" Went along said line parallel to said centerline 71.54 feet to the beginning of a tangent 746.20 foot radius curve left, said point being 30.00 feet right of .enter- line Station 29+76.40 F.C. 1 thence along the arc of said curve 107.59 feet through a central angle of 8'15'40" (the long chord ' bears South 36'07' 10" West 107.°59 feet) to a point 30.0Cr feet right o4 Centerline Station 3i1+79.66 P.O.C. ; thence North 580 9 41" West radial to the center of said curve 10.0Cr feet to .a point 44.99 feet right of Centerline station 30+79.66 P.U.C. ; thence Northeasterly along the arc of a 736.20 foot radius curve right 109.03 feet through a central angle of 8 15'40" (the long chord bears North 36°07'10" East 108.94 feet) to a point 41).4}r) feet right of Centerline Station 29+76.40 F.C. : thence tangent to said curve North 4015'))0" East 64.99 feet to the beginning of a non-tangent 38. 14 foot r. ius curve lefts thence along the arc of %aid curve 56.:.17 feet through a central angle of 84640'57" kttr, long chord bears North 47° 01 '32" West 51.-8 feet) to a point feet (when measured at right angles) Sauther-1y of the centerline of B.W. Cascade blvd. ; thence parallel to said center- Iine the following courses and distances: North 89022'1.-)0" West 10.67 feet to the beginning of a tangent 225.00 foot radius curve rights Westerly along the arc of said Curve 12'4.81 feet through a central angle of 31 47'00" (the long chord bears North 73428'30" West 123.22 feet) to a point of reverse curve: Westerly along the arc of a 170.00 foot radius curve lett 94.3, feet through a central angle of 31*47'01" (the long chord bear% North 73.28'3[:" West 13- 10 feet) to a point of tangency: North 89 ° 22'00" West 2-1)9.98 fset r thence North 00621 '0011 East 5.01 feet to the point of beginning. Containing therein and area of `,911 square feet. 1 kEGIS1ERED PROFESSIONAL ND SUR HOR OREGON JULY It. 116flw JAMES O WEDDLE ri74 4 J VV/ �� 4. aiN*rYvi�� - Q� Q +'� ;rye,• �. '� .�� Duh d- r a/ �bF^vjp \ r. uO. t `r1�ej`/ _.0 N`4h�h �� •r �� 'e S � �u7 NZ eGo \ � Q• v � STATE OF OREGON l County of Washington 1 SS I,Donald W.Mason,Director of Assessment r'- and Taxation and Ex officio Recorder of Con- veyances for said county.do hereby certify that the withlu Instrument of writing was received and axrcied In took of records of sold county. Donald W. Mason, Director of Assessment and Taxation, Ex- OHicio County Clerk 1991 JUN 26 AM 11:20 x /( 6703307 INDIVIDUAL-GENERAL PARTNERSHIP STREET DEDICATION KNOW ALL MEN BY THESE PRESENTS, that Dale C. DeHarpport id Ronald D. Traver do hereby dedicate to t`ie Public a perpetual right-of-way for street, road and uti-ty purposes on, over, across, under, along and within the following described real property in Washington County, Oregon: See attached legal description To have and to hold the above-described and dedicated rights unto the Public forever for the uses and purposes hereinabove stated. The grantor(s) hereby covenants that they are the ovner(s) in fee simple and the property is free of all liens and encumbrances, they hav- -)d and legal right to grant the rights above-described, and they will pay all taxes an, •assessments due and owing on the aroperty• The amount paid for this dedication is S IN WITNESS WHEREOF, the grantor(s) hr .:e) hereunto set his (her) (their) hand(s) +.nd seal(s) this 26th day of DorLmh„ , 19 86 . --- (SEAL) 0' R -- - (SEAL) (SEAL) �� _(SEAL) STATE, OF OREGON ) 0 as. COUNTY OF WASHINGTON) December 26 19 86 Personally appeared the above named Dale C. DeHarprort and Ronald D. Traver who executed this instrument and each of them acknowledged to me. that this instrument was executed voluntarily and freely. IN TESTIMONY WHEREOF, I have hereunto set my hand and seal this .26th_ day of December , 19 86 Notary Rdblic for Oregon (NOTARIAL SEAL) My Commission Expires: .Approved as to legal description this 1�- day of ^�� 19� By: Title: Approved this (J/1x day of 19 97. DEPARTMENT OF COMMUNITY DEVELOPMENT By: - 2173A/24A Title.: J"c'r� i - 3 y, n •, a� a R� Zv �QQ4WR.Ji'�2 h �N 54 J�`I lvi�Y 8 2 O Ci ,4C3 m n n,,e •a -,.-�,. S m 7 oINV iis p 9 O M N Q y N h v R J v v .5t•SFi .0 "'��-��39i a r t V o 1 3 In a � :r Q 6ym o • 0 - BURTON ENGINEERING & SURVEYING Civil Engineers • Land Surveyors 1112 Tigard Plaza • Hall Blvd.&Pacific Hwy. • Tigard,Oregon 97223 • 503-639-6116 DECEMSCR 24, 1986 LEGAL DESCRIPTION FOR: DALE DeHARPPORT JOB 140. 86-390 10 FOOT STREET DEOICATION A portion of the Geo. Richardson Donation Land Claim No. 38, in the Northeast quarter of Section 2, Township 2 South, Range 1 West, Willamntta Meridian, Washington County, Oregon, described me Follows: Beginning at the most Westerly corner of that tract of land conveyed to W.J. Kerry in Book 146, page 105, Washington County Deed Records, said point being on the Northeasterly right of way line of S.W. Burnham Street (a 40 foot right of way) ; thence North 44' 59'34" West along said Northeasterly right of way line 194. 10 feet to the Southwesterly curnar of that certain tract of land conveyed to N, Rickert and Dolly W. Rickert in Nook 196, page 345, Washington County Deed Records: thence North 54' 00'51" East along the Southerly Line of said Rickert tract 10.12 Fest to PS point that is 10.00 Feet Northeasterly of, when measured at right angles to, the Northeasterly right of way line of said S.W. Burnahm Street; thence South 44' 59134" East, parallel to and 10.00 feet Northeasterly of said Northeasterly right of way line 192.27 feet to a point oi the Northwesterly line of said Kerry tract; thence South 43' 07'33" Waet alone said Kerry tract Northwestmrly line 10.01 feet to the point of beginning. S1ATE OF OREGON County of Washington SF I,Donald W Mason,Director of Assessment RI%GISTERED and Taxation and Ex-Officio Recorder of Con. _PROFESSIONAL veyances for said county,do hereby certify that LAND S the within instrument of writing was received SURVEYOR and recorded in book of records of said county Donald W Meson, Director of � �r Assessment and Taxatlnn, Ex- �. OBlclo County Clerk R E G N THO AS H B RTON q0 1981 JUN 26 AN 11:20 i ti 1 a' �i. AGREEMENT WITH DEPOSITOR AND TRUSTEE ON SAVINGS ACCOUNTS OR DEPOSITS This agreement is for the purpose of foilfilling the requirements of Street Permit Compliance Agreement dated between the City of Tigard and Richard G. Paulson (Sr.) and is entered into by the Depositor Richard G. Paulson (Sr.) andlst Inb?istate Ilk cf otegm, NA Trustee. The undersigned depositor and trustee do hereby assign the right to the City of Tigard to determine at its discretion the payment of all funds or securities held by •lgt Interstate Bm*of CreqM, N.A. as trustee in the amount of§24j145.00 in Savings Account No. or Deposit No. or Time Deposit No. in the in accordance with and for the purpose of Bonding atm improvements described in the above stated Street R=dt Compliance Agreement. It is understood and agreed that the said Mk will hold such funds or securities in the amount of 24,145.00 until an authorization or direction for payment is received from the City of Tigard and that the City of Tigard has the right to withdraw Prinicipal Funds with City of Tigard signature only, in the event of Non-Performance. All fund deposits shall be renewable at maturity and at rates and terms in effect at the time of renewal, and all interest shall be paid to or accrued as dirdcted by the Depositor notwithstanding anything contained herein to the contrary. That the account is to remain open until such time as all Public Improvements are completed and accepted by the City of Tigard. Signed and dated at �Q ere? , Oregon. �1� This �ie� day of 19 / . T Signature of depositor Address 000007 s Signature of City of Tigard Address ACCEPTANCE The undersigned hereby accepts the funds or securities deposited In the amount of $ this day of ly hereby acknowledges receipt of the Passbook Savings Account No. and or the Certificate for Deposit No. ; or certifies that there is no Passbook (ssced for this account. It is urther agreed that said account will be held for the uses and purposes above stated until authorization for disposition is granted by the City of Tigard. F�,r,/✓nr�rlKi6t of b-ef?,fxf'3,."1"CAeA440W4r (x, `tif",��1 q� � o�V �te� ,ro /�R� Pb/.f,✓ �e�t-.�soe-�d� /9/'1 V Authorized Signature < ( 1444P) CIWOF TIOAR,D No. 2283 5 13125 S.W. HALL BLVD. P.O. BOX 23397 Date,' TIGARD,OR 97223 Name Address ` Lot Block/Map Subdivision/Address Permit k's rldg.�JF Cash Check Sewer Other Nec. By Acct. No. _ Description Amount 10-432 Building Permit Fees 10-431.600 Plumbing Permit Fees 10-431.601 Mechanical Permit Fees _ 10-230.501 State Bldg. Tax 10-433_ Plans Check Fee 30-443 Sewer Connection 30-444 Sewer Inspection _ _ 51.448 Street Syst. Dev. Charge ' 52-449-610 Pp rks I Syst Dev. Charge �52.449.820 .(s 11 Syst. Dev. Charge 31-450 Stogy m Drainage Syst. Dev. Charge 10.430 _ Business Tax 10.434 Alarm Permit 10-227 Bail 10.455- _ Fines - Traffic/Misd/Parking 107.30- CPTA Traffic/Misd/Vic. Asst. 10.456 Indigent Defense — -- I 30122-401 Sewer Service/USA I 30-122.402 Sewer Service/City 30`/0 -12 Sewer Sevice/City Maint. 9_1 0.12Unmatched X124Storm Drainage -40-475 ancro t Prin. Pymt. d71 ancroft Int. Pymt. TOTAL ' C/ n'%t k .7z/l n y LtJ�s c�oi•17 �.17 4y GfGi.yq �' G '/cle- 7/•'7, 9/ /.e. s�G✓�Ja,0e- 74 4e_ /D/�,�7 tOI- /Y73rFJN /Si /'Jir7 ie- 4-ciou!4 k// 4, c:,Z /�.24?d' -f/<D `jiS GCS�� f'�r fly.- / T77sT C.1/�`r>/ ✓ � �IIH pni✓!��d alb I'�4 �i He Hof 10 445e T sus cwt A. , _.,-ATION - STREET IMPR' -MENT/EXCAVATION COPY To. ORDIN t-,.E .VO. 74-14 ki (YELLOW)FI INSP. (INSTRUCTIONS ON SEPARATE SHEET) (PINK)• AGENCY i" (BLUE)-AAPPLIPPLI CANT APPROVED X APPLICATION NO.: 295 NOT APPROVED L CITY OF TIGARD, OREGON FEC. AMT.: S—_965.p800r PENDING FEE. PMT. ❑ CITY HALL, kECEIP 2 Z 8S✓� PENDING SECURITY ❑ PUBLIC WORKS DEPARTMENT BY — DATE PENDING AGENCY "OK" 0 Application and Progress Record MAINTENANCE BOND M 20% (min.) PLNDING INFORMATION EJ FOR STREET IMPROVEMENT/EXCAVATION As RFOUIHED x — -- ANNUAL PENDING VARIANCE n EXPIRATI N ATE On > _-- PERMIT NO 253-81 DATE ISSUED 6 1 �� i 4� BY (1) APPLICATION IS HEREBY MADE TO EXCAVATE FOR AND INSTALL __at_reet _ rovementS. 74 _—_—�_ (SDR 87-01.)___... AS DESCRIBED HEREIN, IN FULL. ACCORDANCE WITH CITY REQUIREMENTS. APPLICANT Richard �Paulson.�$r.� 3040_N=_E. 54nav _Blvd, Portland,--0, 9-7232 35-3Zll__ NAME ADDRESS CITY NONE CONTRACTOR.--A.C. Schat mer & Son's Inc. 3429 N.E. Sandy Blvd.__Fort a�d,__�2ZZ��_2 -1026 SMAMt ADDRESS CITY PHONE PLANS BY Albert R. Kenney_(Jr.) 738 E. Burnside Portland1 OR 97214 236-1551.__ NAME ADDRESS CITY PHONE ESTIMATED IMPROVEMENT TOTAL VALUATION ( COST): S —2.4,.145.Q_ DOLLARS FOR OFFIC �v MIN (2) EXCAVATION DATA. 0.04 X s_� 71'45.00 . 99§5.S 145.00 . t 965.S STREET DESCRIPTION _ ^PROGRESS_8c INSPECTION STATUS NAME SURFACE CUT CUT CUT MATERIAL INSTALLED ITEM DATE REMARKS/TYPE RY TYPE LENGTH WIDTH DEPTH ITEM AI QUANTITY STREET --- -^OPENED --- __ S.W. Cascade Avenu (& Gre nburq Rd.) - see attached plan I TPON -- E --- QU ESTIMATED STREET OPENING DATE:_ --JkttJ G.I _ / /9117 _ S ESTIMATED STREET CLOSING DATE. __ / E 24 145.00` STREET -- (3) SECURITY NO. SECURITY AMT: ► CLOSED SURETY CC 1st-Interstate Bank of Oregon, N.A. _- FINAL CERTIFIED CHECK CASH ❑ •ONb -. INSPEC. - -- (4) PLOT PLAN: INDICATE SITE PERTINENT PHYSICAL SPECIAL PROVISIONS CONDITIONS. FEATURES; EXCAVATION LOCATION AND EXTENT. �) -Ul wuz{ lell he in a=rdmoe with the City 4jxyxA plant 1 I l Q I 1 I 1 I -- tl Terre and in aooart�-Irtoe wig stztf lirds & 4mcificaUcM. uAe - \ -___-_-- `- - ' t` --- 2) a ttrecbx to mtify City (#639-4171) b irs]Ar-tnr prior tra uulk aantlanr3trrtt. Cascade Avenue -- - _. — 3) ND wDrk stall he =sicbxed c mplehe Work area ILrtii waVtr-l by the City in writing. xxxxxxy=` �I I I .�._.__... 41 I lw,a� r��► 1 ,� 1 (10855 S.W. I _�!_-�n"r�o De s.� 29� 1987 . I 1 Greenburg Rd.) I 1 (5) NOTE THE CITY OF TIGARD DOES NOT, HEREBY, GRANT PERMISSION TO APPLICANTS TO CONDUCT WORK WHERE RIGHT-OF-WAY JURISDICTION IS THAT OF WASHINGTON COUNTY OR THE STATE OF OREGON. THE APPLICANT AI;REES TO DEPOSIT THE REQUIRED SECURITIES, TO COMPLY WITH ALL PERTINENT LAWS AND CONSTRUCTION SPECIFICATIONS PERTINENT TO CONDUCT OF THE WORK, AND TO SAVE HARMLESS THE CITY AND EMPLOYEES AGAINST ANY INJURY OR DAMAGE WHICH MAY RESULT FROM APPLICANTS ACTIONS. APPIWANTS SIGNATURE •�, ` �� DATE u�iC / AA It tuW C � tQ �� v W4 x u n W tin, U, � Z W � > lu:z ZW " 4 � � M !� o0 Qgv) ? oo = o '' h a �' LAA 2wQ ? Cp Ouj � � Z 4e v L' o ? q W po v O Qo j h ? WQ3 ? i L4 f) vi Ul L, d, MW I-to, 45F in S u y ki v NJg 7Rao 41 N Q x M 14.j h VW CITYOF TIIFAPD May 29, 1.987 OREGON 25 Veors of Service 1061-1986 Mr. Richard G. Paulson c/o G.W. Paulson Co. 3040 N.E. Sandy Blvd. Portland, OR 97232 RE: Street Opening Permit (Paulson project @ Greenburg & Cascade) Dear Mr. Paulson: Enclosed, please find the Street Opening Permit Porro and Performance_ Bond form for said project. After signature thereof by the principal (s) and, in the case of the bond form,by your bank, please return both doc:ument.s for final processing. After City execution and acknowledgment, a copy will be transmitted to you, for your file. Subsequently, upon our receipt of said documents, approved public improve- ment construction plans can be issued upon receipt of a check, in favor of the City of Tigard, Oregon, in the sum of $965.80; being the said agreement (therein stated) fee(s) . Sincerely/, John S. Hagman Engineering Technician (#639-4171) JH/rr,j Hull Blvd.,PO.Box 23397,Tigard,Oregon 97223 (503)639-4171 APPLICf.TION - STREET IMPR("/EMENT/EXCAVATION COPY TO. (Winn ) I It.( ORDIN ICE NO 74-14 (VI I LOW) INSP, (PINK) -011lf rl n(:1 NCv (INSTRUCTIONS ON SEPARATE SHEET) j (BLOC)-ANILICMIII 1` t tiFPROVED APPLICATION NO. NOT APPROVED 1 CI I Y O I IGARD, (ML X)IN FEE AMT. S _. _ 9.6 5_j8Q ------------ PENDING FEE. PMT J CITY IIALL RECEIPT NO. ____—__. PENDING SECURITY ❑ PUBLIC WORKS DEPARTMENT BY- — — __ DATE ___. _ L _ - — PENDING AGENCY ''OK'' ❑ \pplicalion and Progress Record MAINTENANCE BOND PENDING INFORMATION ❑ FOR STREET IMPROVEMENT/EXCAVATION AS REUU114FD x ANNUAL PENDING VARIANCE ❑ EXPIRATION DATE. PERMIT NO 253-87—_--- DATE ISSUE D / -_ __ BY. (1) APPLICATION IS HEREBY MADE TO EXCAVATE FOR AND INSTALL _SXe€t_u1lpzOvcnentS (SDR 87-01) AS DESCRIBED HEREIN, IN FULL ACCORDANCE WITH CITY REQUIREMENTS APPLICANT __ Richard G. Paulson (Sr.) _3040 N.E. Sand B PQXt;1 -OR 97232 235-8711 NAME ADORE!! CONTRACTOR A.C. SChamier & Son's Inc. 3429 N.E. Sandy Blvd._ PoEt-I id, OR 97232 233-10-cb NAM! ADORE!! CITY 0HON1 P(_ANS BY_ Albert R. Kenney (Jr.) 738 E. Burnside Portland, OR _97214_ 236-1551 NAME ADORES! LSTIMATED IMPROVEMENT TOTAL VALUATION ( COST). S 24.145.00 _ DOLLAR! -- FOR OFFIC 5 EXCAVATION DATA 0.04 x s ,�45_00 . : 965.80 STREET DESCRIPTION PROGRESS & INSPECTION STATUS NAME SURFACE CUT CUT CUT MA'YERIAL INSTALLED ITEM DATE REMARKS/TYPE BY TYPE LENGTH WIDTH DEPTH ITEM & QUANTITY -- STREET ,,.W. Casc e Avenu (& Gr_ nburq Rd. - seg' attac ed plan OR E - Q FSTIPAATED STREET OPENING DATE _.____._ / .1-_ -- S .- T ESTIMATED STREET CLOSING DATE _ _ _. ` _ _ ED _ ( i) SECURITY NO. ------- SECURITY n, , �' AMT.: S 24,145.00 STREET SURETY CO.: lat Interstate Bank of Oregon, N.A. FINAL CERTI FEED CHECK_U_Y CASH - •ONO�a3 . 1NSPEC. (4) PLOT PLAN: INDICATE SITE PERTINENT PHYSICAL SPECIAL PROVISIONS /CONDITIONS FEATURES: EXCAVATION LOCATION AND EXTENT 1) All tic sh3il be perfmni iii a000'_2:dxu--with the City gprtMTl 111.!1 1 1 I tt>erefar cTO in aomor kMn with (7ty y, I 1 1 Statlr:bn-b & .Si.f imtims. 1 _ -- l) CtrttraL--tuc' to tiatify City 4639-4171) Cascade Avenue---- 3) Work area %vvcMc stall be ayxsicbi1Yl I:t7i�alc�ti� Ixitil a-xxpt 3d l:y t tr City in wri ti 111. \ 1 --- 0i - 1 (10855 S.W. X I _ 1 1 Greerihurq Rd. ) I 1 p)I NOTE THE CITY OF TIGARD DOES NOT, HEREBY, GRANT PIRMI/BION TO APPLICANTS TO C. 'DUCT WORN WHERE RIGHT OF-WAY JURISDICTION IS THAT OF WASHINGTON COUNTY OR THE STATE OF OREGON, THE APPLICANT AGREES TO DEPOSIT THE REQUIRED SECURITIES, TO COMPLY WITH ALL PERTINENT LAWS AND CONSTRUCTION SPECIFICATIONS PERTINFNT TO CONDUCT OF THE WORK, AND TO SAVE HARMLRSS THE CITY AND EMPLOYEES AGAINST ANY INJURY OR DAMAGE WHICH MAY RESULT FROM APPLICANTS ACTIONS APPLICANTS SIGN ATURF DATE- - - AGKEEMENT WITH DEPOSITOR AND T1tl15TEE ON SAVINGS ACCOUNTS ult w-'A, SITS This agreement is for the purpose of fulfilling the requirements of Street Permit Compliance Agreement dated between the City of Tigard and .Richard G. Paulson `Sr.) and is entered Into by th(- Depositor Richard G. Paulson (Sr.) andlst Dft state IEnk of OtNm, NA Trustee. The undersigned depositor and trustee do hereby assign the right to Lite City of Tigard to determit•e at its discretion the payment of all funds or securities held by 1St Interstate &mac of Omgm, N.A. as trustee in the amount of $24,145.00 in Savings Account No. r or Deposit. No. or Time Deposit No. In the in accordance with and for the purpose of Bonding .}rt*} improvements described in the above stated Siet't Ietntit Compliance Agreement.. It is understood and agreed that the said Pank will hold such funds or securities to the amount of S 24,145.00 until an authorization or direction for payment is received from thi City of Tigard and that the City of Tigard has the right to withdraw Prinic• pal Funds with City of Tigard signature only, in the event of Non-Performance. All fund deposits shall be renewable at maturity and at rates and terms in effect at the time of renewal , and atl interest shall be paid to or accrued as directed by the Depositor notwithstanding anything contained herein to the contrary. That the acco,int is to remain open until such time is all Pub II Improvements are completed and accepted by Lite City of Tigard. Signed and dated at , Oregon. This day of ly Signature of Depositor Address Signature of City of Tigard Address ACCEPTANCE The undersigned hereby accepts the funds or securities deposited in tht• amount of $ this day of , 19 and hereby acknowledges receipt of the Passbook Savings Account =0 or the Certificate for Deposit No. ; or .ertffies that there is no Passbook issued for this account . It is further agried that said account will be held for the uses And purposes above stated until +tut h ,rizat ion fol disposition is granted by the City of Tigard. CIrfOF i IGARD May 19, 1987 OREGON \ 25 Years or Service � \ ` . 1961 1986 Mr. Albert R. Kenney, Jr V,� 738 East Burnside St. Portland, OR 97214 / RE: Warehouse Floors - Paulson (Cascade (a Greenbury;) Dear Mr. Kenney: Attached please find one copy of a publt improvement plan. Said plan needs to be circulated through the below noted agencies for review acknowledgement and, subsequently, returned to this office. Very truly your John S. Hagman Engineering Technician JS11:cn/0038W /tel PGE Company //' Northwest Natural Gas Co. 14655 SW Old Schools Ferry Rd. 220 N.W. Second Avenue Beaverton, OR 97005 Portland, OR 97209 SEE: Jim Johnston, 643-5454 SEE: Ron Polvi, 226-4211 /L_I General Telephone Co. /-_ Tigard Water District 12460 SW Main Street 8841 SW Commercial Street Tigard, OR 97223 Tigard, OR 97223 SEE: Donna Donaldson, 620-0373 SEE: Bob Santee, 639-1554 Ed Wilmott /t Mcczger Water District /Washington County Fire Diet. !? 6501 SW Taylors Perry Road 20665 SW Blanton Portland, OR 97219 Aloha, OR 97007 SEF.: Jesse Lowman, 245-3331 SEE: Gene Birchell, 649-8577 i 13125 SW Nall Blvd.,P.O.Box 23397,Tigard,Oregon 97223 (503)639-4171 --- --- -- --- ------ -- - i /-7 :ualstin Fire Protection District /7 Willamette Cable 20665 SW Blanton i 14200 SW Brigadoan Court Aloha, OR 97007 Beaverton, OR 97005 SEE: Gene Birchell, 649-8577 SEE: K. J. Street, 644-31.88 / Tigard Poet Office /—T State Highway Division 715 NW Hoyt 2131 SW Scholl.s Ferry Road P.O. Box 301' Beaverton, OR 97005 Portland, OR 97208-97608 SEE: Lee Gunderson, 229-500? SEE: Mike Krygier, 294-2380 0039W/0002W TO FROM CITY O F- --V 49Q A, ERT R. KENNEY, JR. - CONSULTING ENGINEEp 738 EAST BURNSIDE ST. • PORTLAND, OR 97L14 28825 SW GRAHAMS F RD. • WILSONVILLE, OR 9.0,770 SUBJECT_1!YL 1�� 70 2 fry FOLD HERE DATE -_AS. - FSS-fZ. ZN� P,E(z—Y bU 2-- T►G�a�P �� - _ �rZ �.�:��(��/�� _�•�c.tAlSSd C.IhCK`1 1CN pMOGt_!r$ SIGNED F?RM 11202 REGENT FORMS. 9F1-LMAWR. N1 06011 SpffD-#[MO e-Illel /ell U ~' I e f ' WWW < 3 Q d ru I 3 r p41, y1 ' '" ` •', \, � Q U rr•t LA LL I f SLI A Ad- First Interstate Bank of Oregon, N ^. Head Office Corporate. Banking Center P. O. Box 2753 k' Portland,OR 9708 503 225-4113 jJ APR 3 q 1987 April 21 , 1987 CI IY OF f CARD PLANNING DEPT. Mr. John Hagman Gngine,�ring Department City of Tigard P.O. Box 23397 Tigard, Oregon 97223 Re: Paulson, Richard and Norma Dear Mr. Hagman: This letter will confirm that First Interstate Bank of Oregon, N.A. currently extends a credit facility to Richard and Norma Paulson, the purpose of which was to purchase and then renovate a certain commercial-retail building loLdted at 10855 S.W. Greenberg Road, 'Tigard, Oregon. Our credit facility is drawable per instructions o' Dick and Norma Paulson up to December 29. 1987. As of this date, the Paulson`s have available under our loan commitment more than adequate funds with which to pay the $24, 145 "street side" work outlined per Albert R. Kenny Jr. 's letter of April 6, 1987. Per. Dick Paulson's instructions, we hr.ve reaerved $24, 145 under our loan commitment to secure payment for the street side work, payable to the contractor, or to you for any non-performance of said work by December 29, 1997, at Mr. Paulson's direction. If you have any questions concerning this correspondence, please feel free to contact me at any time. Sincerely, , /John M. Mikenis Assistant Vice President F{�C �l_�TAT�1JCy JMM:rt cUM►-te1UCKt'iJ�" C,F 11Jtt�tC�F� cc: Richard and Norma Paulson jo vIAC \j"\)A.6E OF for P -HST Gu►�QQ,>r�rtE tONr�" TO FROM I-A.Nio, ' CAL X21\) — A. ERT R. KENNEY,-JR. C IT Y OF 1 <22 A2� CONSULTING ENGINEER 738 EAST BUPNSIDE ST. • PORTLAND, OR 97214 C ` 28825 SW GRAIiAMS FY. RD`. • WILSONVILLE, OR 07070 C SUBJECT WA2Et-�c _ ` LOO��S /RAO SON-) 9702!Z rmominr DATE -- .4 2� 2 -- --�� S�T"S _ C�_� S-T__!��i✓T �M� fZ. ©v�.t�'4 E�.�� W 6� A�'FQ Oti - '�©W f _ O2 r 0U 2 M A(?, 31 TE-LF C-ONJ I tiIGNFD — f"ORM 11202 REDFNT rvRMS. SELLMAWR. N J. 08011 �ultauzxaa�.h Do nty, Oz•��oa To Date _ ._ -_ _ Time _ t WHILE YOU WERE OUT M ----'� - ot_ _ Phone TELEPHONED PLEASE CALL RETURNED YOUR CALL WILL CALL AGAIN L J — WANTS TO SEE YOU RUSH / Message 7 ,,// 1. c�� ►Sfrv>^ � �1 I5 wr /�� Oi`I j N 3! ar: 12- Pd- 57 . L� 6 ALBERT R.KENNEY,,, , CONSULTING ENGINEER Q MEW- 1 r; � I APR 3 I) 1987 739 EAS1 BURNSiDl PORTLAND OR 97214 April 6, 1987 23e-1551 CITY OF TIGARD PLANNING DEPT Mr. and Mrs. Richard Paulson c:/o Jensen, Krouse, Sc'loenleber, AIA 1962 N. W. Kearney Street Portland, OR 97209 Re: Warehouse Floors at 10855 S.W. Greenburg Road (Tigard) Dear Mr. and Mrs. Paulson: Below is an estimate for the "street side' work connected with the above project as envisioned at this time based on preliminary design work and consultation with city Public Works personnel . Design changes or change of quantities and/or scope would, of course, cause this to require revision. Item Unit Price Quantity Extension Cut A.C. $ 1.50/LF 710 LF E 1,065.00 Excavate 4.00/YD 430 YD 1,720.00 Base Rock 20.00/YD 297 YP 5,940.00 Curb 4.50/LF 664 LF 2,990.00 AC (411T) 0.90/SF 5,900 SF 5,310.00 Walk (5' Wide) 4.00/LF 660 LF(C) 2,640.00 Storm Sewer ( I.2"0) 15.00/LF 170 LF 2,550.00 Catch Basins 440.00/EA (2) - I 880.00 Raise M.H. 500.00/EA (1) 500.00 Vault (Elec.) 550.00/EA (1) 550.00 $24,145.00 If _Ttj, f ny questions, please do not hesitate to call . Very , i1Fi9e Y Jr. , P.E. ARK :b D7ifd .5t IBJ J�—�-�i4 CC: A. C. Schommer & Sons R�\' 1SF� T)V� �t7r s,.ti r e c e- Ja r4 a V% 5/ Qom ': LICENSEDIN CALIFORNIA-COLORADO•IDAHO MONTANA-NEVADA-OREGON-WASHING T014 r Q�IIJ/�V CONSTRUCTION OBSERVATION REPORT C' INFF,�,f,Of a- saes � to �-- __�__ onacoll a a KE copy toJC�JSE'Iy _KERUSr_- ScHn C-kJLC EfIl" ` IT time Sn F1 weather t4A other Lv � -I-S, t _ ST I C T il I 1 I I ` / t I I 1 0 /V1 0 r . -fI' d Nip N ip -� I � II , 1 739 f ASI ©URNSIDE PORILAND OR 97214 "Ib 1""I ALBERT R.KENNEY,JR. C(T 1;I I I INK ['14 "INN_[ P DATE j 3 t IL 7 JOP NO. ?Z I It'I NSF 11 IN c;AI IFOFINIA•COLORADC)•IDAHO•MON IANA•NEVADA-ORFrON-WASHINGTON QWC:Cr kin MFF1[T CITfW TIFARD ORE7of-Sen4ce N March 20, 1987 25 Veors1915 Mr. Norman E. Krause, AIA Jensen, Krause, and Schoenleber 1962 NW Kearney StreeL Portland, OR 97209 RE: Warehouse Floors 10855 SW Greenburg Road Tigard, OR 97223 Curb Cut Variance Mr. Krause: We have evaluated your February 19, 1987 request to increase the radiused curb cut width on SW Cascade Boult- and from 40 feet to 65 feet. The primary iusti£icntion of this request being to facilitate the maneuvering and backing of trucks into loading docks. Using the street and sidewalk to maneuver truck3 should be discouraged. In addition, Cascade Blvd. is classified as a major collector with a sharp curve immediately west of the proposed driveway. When adjacent properties are fully developed, sight distance along Cascade Blvd. will potentially be limited at the sharp curve. For these reasons, we must deny you variance to the radiused curb cut width. However, it appears that minor revisions to the deEign of the parking layout and landscaping area could provide adequate truck maneuvering on-site. Please contact Randy Clarno of my office to discuss these alternatives. Sincerely, William A. Monahan Director, Community Development WAM:bs0997W 1,3125 SW Hcill Blvd.P,O.Box 23397,T%;ar ,Oregrxi 97223 (%'A)639-4171--- ---� CITY OF TIGARD NOTICE OF DECISION SDR 87--01. SITE DEVELOPMENT REVIEW RICHARD & NORMA PAUi.SON APPLICATION: Request: by Richard G. and Norma L. Paul«on for Site Development Review approval to allow a 7058 sq. ft. expansion of an existing industrial building and the partial conversion to a retail use on a 2.85 acre property zoned C--G (Commercial General) , Location: 10855 SW Greenburg Road (WCTM 1S1. 3 51X:, lot 900) . DECISION: Notice is hereby given that the Planning Director for the City of Tigard has APPROVED subject to certain condition . The findings and conclusions on which the Director based his decision are as noted below. A. FINDING OF FACT 1 . Background In November, 1985, the City Council approved a Comprehensive Plan Amendment from Light Industrial to Commercial General and a Zone Change from I--P (Industrial Park) to C-G (Commercial General) (CPA 12--85 and ZC 14-85 , Ordinance 85-43) . 2. Vicinity Information Properties to the north, west and south are zoned I-P (Industrial Park) . Properties to the northeast and east are also zoned C-G (Commercial. General) . 3 . Site Information and Proposal Description The property is presently developed with a 36,458 square foot industrial building. Access tc the parking area serving the property is provided via Cascade Blvd. The southwestern and southern periphery of the property is within the 100 year floodplain of Ash Creek but the building and the majority of the parking area is outside of the floodplain. The applicants propose to convert the existina building from industrial usage to wholesale and retail commercial . The majority of floor area will be devoted to retail carpet sales, defined in the Community Development Code as "Retail: bulky merchandise. " The western end will serve as the shipping, receiving and wholesale office spaces of the business. Existing interior offices will be remodeled in commercial tenant spaces and an additional 7,058 square feet of new retail tenant space is proposed for the east end of the existing building. The site has 55 parking spaces which the applicant proposes to reduce to 49 spaces . The Code requires a minimum of 48 spaces. NOTICE OF DECISION - SDR 87--01 PAl1LSON -- PAGE 1 4 . Agency and NPO Comments The Building Division and the Tualatin Rural Fire District have reviewed the proposal and have no objections to it. NPO N1 has reviewed the proposal and has the following comments: The driveway access onto Greenbury Road should be verified in terms of the minimum allowable site distance from the intersection of Cascade Blvd. and Greenburg Road or eliminated altogether. The Engineering Division has reviewed the proposal and h«s no comments other than the conditions of approval contained in Section "C. DECISION" . No other comments have been received . E3. ANALYSIS AND CONCLUSION The proposed redevelopment of the property is generally consistent with the provisions of the Community Development Code. However, the following issues warrant further discussion. a. Landscaping The proposed site plan does not indicate plant spaces and will need to be revised to indicate such. All new trees and shrubs planted at access drive intersections must meet the vision clearance requirements of Chapter 18. 102 of the Code. In brief, nothing in vision clearance areas can exceed 3 feet in height; tree branches bolow 8 feet must be removed. Also the site plan should show that the shrubbery at the foot of the parking spaces is sufficiently set back froom the foot of the spaces . The applicant should remov , all junk and debris from the property as well as debris and "footbridges" is and across the cre,-k. Tree removal permits must be obtained prior to removing trees with 6" caliper or greater. Dedication of the floodplain to the City cannot be deferred until dhvelopment is proposed for this area. Development or any type of floodplain or landform alteration can only occur, if approval of a Sensitive Lands Permit has been granted. b. Access and Egress -the Code requires a minimum width of 24 feet for two--way access drives . There is a point along the northern portion of the new tenant addition where the access width is only 18- 20 feet. The site plan needs to be modified to accommodate a wider access width at this point. NOTICE OF DECISION -- SUR 87-01 PAULSON — PAGE 2 The site plan also needs to be clarified along L'he north wall of the ?xisting building. It is not clear whether the 10 foot strip adjacent to the north wall will be paved, landscaped or serve as a pathway. C . Parking Section 18 . 106.020(p) of the Code requires that at least one secured bicycle rack be provided for each 15 parking spaces in any development . Bicycle parking areas shall not be located within parking aisles, landscape areas, pedestrian ways. Therefore, three bicycle rack spaces should be included. d. Visual Clearance Proposed locations for new trees of an undetermined height and girth may cause visual clearance problems . Since Cascade Blvd. is a major collector street with traffic typically travelling at speeds of 30 to 35 mph, a sight distance of 300 to 350 feet should be maintained in the vicinity of the driveways and the curve in the strut. The staff considers the sight distance concerns as overriding the landscaping requirements for street trees . P. Signage The one froest:andi.ng sign proposed in conjunction with this application i.s wit:nin Code dimensional requirements for freestanding signs . The applicant will need to obtain City sign permits prior to erection of this and any other wall signs. C. DECISION The Planning Director approves SDR 87-01 subject to the following conditions: 1 . UNLESS OTHERWISE NOTED, ALL rONDIIIONS Of APPROVAL. SHALL. HE MET PRIOR TO ISSUANCE OF BUILDING PERMITS. 2 . Seven (7) sets of plan--profile public improvement carstruction plans and one (1) itemized construction cost estimate, stamped by a Registered Professional Civil Engineer, detailing all proposed public improveme.its shall be submitted to the Engineering Section for approval . 3 . Construction of' proposed public improvements shall not commence until after the Engineering Section has issued approved public improvement plans . The Sect;on will require posting of a 100% Performance assurance, the payment of a permit fee and a streetlight fee. Also, the executior, of a street opening permit or construction compliance agreement shall occur prior to, or cc.ncurr•ently with the issuance of approved public improvement plans . SEE THE ENCLOSED HANDOUT GIVING_ MORE SPECIFIC INFORMATION REGARDING FEE SCHEDULES_,_ASSURANCE.S AND AGREEMENTS NOTICE_ OF DECISION - SDR 87--01 PAULSON - PAGE 3 4 . Additional right-of-way shall be dedicated to the Public along the SW Greenburq Road frontage to increase the riqht-of-way to 40 feet from centerline. The description for said dedication shall be tied to the existing right-of--way centerline as established by Washington County. The dedication document shall be on City forms and approved by the Engineering Section. DEDICATION FORMS ARE AVAILABLE FROM TIK CJTY ENGINEERING OFFICE. 5. Additional right-of--wa-, shall be dedicai.ed to the Public along the SW Cascade Avenue frontage to increase the right-of-way to 30 feet from centerlir-t. The description for said dedication shall be tied to the existing right--uf-way centerline as established by Washington County. The dedication document shall be on City forms End approved by the Engineering Section. DEDICATION FORMS ARE AVAILABLE FROM TILE CITY ENGINLIRING OFFICE. 6. Applicant shall provide for the improvement: of the intersection of SW Greenburg Road and SW Cascade Avenue by design and installation of a forty-five foot curb radius return adjacent to applicants tract (control tangents to be the Cascade curbline and fifty foot off of the 'Shilo' curbline) . 7. Driveway apron access onto SW Greenburg Road shall not exceed one apron of forty foot width and shall be located at least ten feet southerly of the street intersection curb return P.T. ; driveway apron access(es) onto SW Cascade Avenue shall not. exceed two aprons of forty foot width (each) and shall be located, generally, to align with existing drives on the opposite side of the roadway as indicated on applicant' s preliminary drawing. B. Applicant shall convey a fifteen foot wide storm drainage easement to the public.; on City forms, along the tract' s western property line. Applicant shall provide and install__tl^affcontrol signing and - — ----- AV i,L.:+ ,� pavement markings alone Cascade Avenue, based capon City generated +Kt'�4✓de t\,�. , ti parameters/p an. -.._.__ �.f.' ae m"•rrls„" . yV� •. M.' The applicant shall provide for, site pavement and roof rain drdinago to the public stor-mwatar system.-.. � ro ll . Standard half-street improvements including a five fc36t wide concrete sidewalk adjacent to the curb line, concrete driveway apron(s) and curb, CR read base and AC pavement and utilities, including storm sewer(s) and streetlight(s), shall be installed along the SW Cascade Avenuo frontage. Said improvements shall be designed and constructed to major collector street standards and shall conform to the alignment of the existing centerline (i .e. , the curb shall be located 44 feet from the curb now existing on the opposite side of the roadwav) . 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Standwrd half'-street improvements including a five foot wide concrete sidewalk adjacent to the curb line, concrete driveway apron and curb, CR road base and AC pavement and utilities, including sanitary and storm sower(s) and streetlight(s), shall be installed along the SW Greenburg Road frontage, Said improvements shall. be designed and constructed to major collector street: standards and shall conform to the alignment of the existing adjacent improvements. 13 . The area below the 100 year floodplain elevation shall be dedicated as greenway .- open space to the City . A monumenved boundary survey showing all new title lines, prepared by a registered professional land surveyor, shall be submitted to the City for review and approval prior to recording (on City forms) . 14 . A nun•-r !-nonstrance agreement for the future development (if an area w storm drainage system shall be executed by the applicant, on City forms, and shall be reviewed and approved by the City prior to recording. 15. The applicant shall prepare a revised site/landscaping plan for planning Director approval showing bicycle rack design and location (3 space minimum), plant species, revised plant locations and tree heights where visual sight distance could be a problem. 16 . The applicant shall apply for tree removal permits through the City Planning Division prior to removal of any existing trees with a caliper of 6 inches or greater. This shouold be accomplished during the review of the revised landscape plan. 17. The applicant shall ensure that all debris be removed from the floodplain area and drainageways and that all construction vehicles be kept out of these areas as well . i© . The applicant shall apply for City sign permits prior to erection of any signs on the property , 19. The site plan shall be revised to indicate the use the of the 10 foot wide strip along the north face of the existing building also to create a minimum width of 24 feet for all two-way access drives . 20. This approval is valid if exercised within one year of the final decision date noted below. f) PROCEDURE 1 . Notice: Notice was published in the newspaper, posted at City Hall and mailed to: _ The applicant & owners Owners of record within the required distance The affectQd Neighborhood Planning Organization Affected governmental agencies �, NOTICE Of DECISION - SDR 87--01 PAULSON — PAGE 5 2. Final Decision: 11%. DL.CI.SION SLIAL..I., BE FINAL.. ON UNI.L:.SS AN APPEAL '[S F[I-I_D. 3 . Appeal: Any party to the decision may appeal this decision in accordance wi.Lh Section 18.32.2.90(A) and Section 18.32.310 of the Community Development: Code which provides that a written appeal. must I:)(,' filed with Lhe C:I'TY RECORDER within 10 clays after notice is given and sent. The deadline for filing of an appeal is 3 :30 P.M. March 5, 1987, 4, 4___uestions: if you have any questions, please call the City of Tigard Planning Department, T'igcar•d City Nall., 131,'.5 SW Nall, Blvd „ PO Box 2.3397, Tigard, Oregon 9722.3, 639--4171 . i,i,,, i,oRLf) BY: Deborah A. .tuart, Asst. Planner DATE 7 � Wild-iAm A. Monahan, Director of Community Development DATE APPROVED (DAS:cn/29f111')) .� IN ILKWOOV PARK LILr Al : WA. CO ISLAND, rnr w n ..� �i�.J Nary L won r ju VIED J NOl ICE. OF' DECISION SDR 87-01 PAULSON - PAGE. 6 76 If y � � t \ V 1 i � CITY OF TIGARD NOTICE OF DECISION SDR 87-01 SITE DEVELOPMENT REVILW RTCNARD & NORMA PAULSON APPLICATION. Request by Richard G. and Norma L . Paulson for Site Development Review approval to allow a 7058 sq ft . expansion of an existing industrial building and the partial conversion to a retail use on a 7 .85 acre property zoned C- C; (Commercial General) . Location: 10855 SW Greenburg Road (WCTM 1S1 35BC Lot 900) . D_ECISI_0N_ : Notice is hereby given that the Planning Director for the City of Tigard has APPROVED subject to certain conditions . The findings and conclusions on which the Director based his decision are as noted below. A. FINDING OF FACT Background In November, 1985, the City Counc0 approved a Comprehensive Plan Amendment from Light Industrial to Commercial General and a lone Change from I-P (Indust:rial Park) to C---G (Commercial General) (CPA 12-95 and ZC 14-85 , Ordinance 85--43) , 7 Vicinity Information Properties to the north, west and south are zoned I-P (Industria) Park) . Properties to the northeast and east are also zoned C-G (Commercial General) . 3 Site Information and Proposal Description The property is presently developed with a 36,458 square foot industrial building. Access to the parking area serving the property is provided via Cascade Blvd. The southwestern and southern periphery of the property is within the 100 year floodplain of Ash Creek but the building and the majority of the parking area is outside of the floodplain. The applicants propose to convert the existing building from industrial usage to wholesale and retail commercial . The majority of floor area will be. devoted to retail carpet sales, defined in the Community Development Code as "Retail : bulky merchandise. " The western end will serve as the shipping, receiving and wholesale office spaces of the business. Existing interior offices will be remodeled in comm-r•cial tenant spaces and an additional 7,050 square feet of new retail tenant space is proposed for the east end of the existing building. The site has 55 parking spaces which the applicant proposes to reduce to 49 spaces . The Code requires a minimum of 48 spaces . NOTICE OF DECISION -- SDR 87-01 PAULSON - PAGE_ 1 4 Agen( y and NPO G)mments Tho Building Division and the Tualatin Nurai Fire District have roviewod the proposal and have no objections to it. NP() N1 has reviewed the proposal and has the following comments The driveway access onto Greenburg Road should be verified terms of the minimum allowable site distance from the intersection of Cascade Blvd. and Greenburg Road or eiiminated altogether. Ihp Engineering Division has reviewed the proposal and has no comments other than the conditions of approval contained in Section "C DECISION" No other comments have been received . B ANAI YSI S AND CONCLUSION The proposed redevelopment of the property is generally consistent with the provisions of the Community Development Code. However, the following issues warrant further discussion. CA landscaping The proposed site plan does not indicate plant spaces and will need to be revised to indicate such. All new trees and shrubs planted at access drive intersections must meet the vision clearance requirements of Chapter 18 . 102 of th, Code. In brief, nothing in vision clearance areas can exceed 3 feet in height; tree branches below 8 feet rtust be removed. Also the site plan should show that the shrubbery at the foot oi' the parking spaces is sufficiently set back from the foot of the spaces . The applicant should remove all junk and debris from the property as well as debris and "footbridges" in and across the creek . Tree removal permits must be obtained prior to removing trees with b" caliper or greater. Dedication of the floodplain to the City cannot be deferred until development is proposed for this area. Development or any type of floodplain or landform alteration can only occur if approval of a Sensitive Lands Permit has been granted. b. Access and Egress The Code requires a minimum width of 24 feet for two-way access drives. There is a poir,t along the northern portion of the new tenant addition where the access width is only 18--20 feet. The site plan needs to be modified to accommodate a wider access width at this point . NOTICE OF DECISION - SDR 87-01 PAULSON - PAGE 2 The site plan also needs to be clarified along the north wall of the existing building. It is not clear whether the 10 foot strip adjacent to the north wall will be paved, landscaped or serve as ,A pathway Parking rection 18 . 106.020(p) of the Code requires that at least one secured bicycle rack be provided for each 15 parking spaces in any development.. Bicycle parking areas shall not be located within parking aisles, landscape areas, pedestrian ways. Therefore, three bicycle rack spaces should be included . d . Visual Clearance Proposed locations for new trees of an undetermined height and girth may cause visual clearance problems. Since Cascade Blvd. is a major collector street with traffic typically travelling at speeds of 30 to 35 mph, a sight distance of 300 to 350 feet should be maintained in the vicinity of the driveways and the curve in the itroPt The staff considers the sight distance concerns as overriding the landscaping requir•em(,nts for street trees . c signage The one freestanding sign proposed in conjunction with this application is within Code dimensional requirements for freestanding signs. The applicant will need to obtain City sign permits prior to erectior of this and any other wall signs. C DECISION the Planning Director approves SDR 87-01 subject to the following conditions: 1 UNLESS OTHERWISE NOTED, ALL CONDITIONS OF APPROVAL SHALL BF MFT PRIOR TO ISSUANCE OF BUILDING PERMITS. I Seven (7) sets of plan--profile public improvement construction plans and one (1) itemized construction cost estimate, stamped by a Registered Professional Civil Engineer, detailing all proposed public improvements shall be submitted to the Engineering Section for approval 3 Construction of proposed public improvements shall not commence until after the Engineering Section has issued approved public improvement plans. The Section will require posting of a 1.00% Performance assurance, the payment of a permit fee and a streetlight fee. Also, the execution of a street opening permit or construction compliance agreement shall occur prior to, or concurrently with the issuance of approved public improvement plans. SEE THE ENCLOSED HANDOUT GIVING MORE SPECIFIC_ INFORMATION REGARDING FEE SCHEDULES, ASSURANCES AND AGREEMENTS. NOTICE OF DECISION - SDR 97-01 PAUL.SON - PAGE 3 Additional right-of-way shall be dedicated to the Public along the SW Greenburg Road frontage to increase the right-of--way to 40 feet from centerline. The description for, said dedication shall be tied to the existing right-of--way centerline as established by Washington County . The dedication document shall be on City for-ins and approved by Lhe Engineering Section, DEDICATION FORMS ARF AVAILABLE. FROM THE CITY ENGINEERING OFFICE. 5 Additional right-of-way shall be dedicated Lo the Public along the SW Cascade Avenue frontage to increase the right-of-way to 30 feet from centerline. The description for said dedication shall ho tied to the existing right--of--way centerline as established by Washington County . The dedication document shall be on City forms and approved by the Engineering Section, DEDICATION FORMS ARE AVAILABLE FROM THE CITY ENGINEERING OFFICE. 6. Applicant shall provide for the improvement of the intersection of SW Greenburg Road and SW Cascade Avenue by design and installa; ion of a forty-five foot curb radius return adjacent to applicants tract (control tangents to be the Cascade curbline and fifty foot off of the 'Shilo' curbline) . 1. Driveway apron access onto SW Greenburg Road shall not exceed one apron of forty foot width and shall be located at least ten feet southerly of the street intersection curb return P.T. ; driveway apron access(es) onto SW Cascade Avenue shall riot exceed two aprons of forty foot width (each) and shall be located, generally, to align with existing drives on the opposite side of the roadway as indicated on applicant' s preliminary drawing. 8 Applicant shall convey a fifteen foot w'de storm drainage easement to the public; on City forms, along the tract' s western property line. C_ Applicant shall provide and install traffic control signing and pavement markings along Cascade Avenue, based upon :,ity generated parameters/plan. 10. The applicant shall provide for site pavement and roof rain drainage to the public stormwater system. it . Standard half-street improvements including a rive foot wide concrete sidewalk adjacent to the curb line, concrete driveway apron(s) and curb, CR road base and AC: pavement and utilities, including storm sewers) and streetlight(s), shall br installed along the SW Cascade Avenue frontage. Said improvements shall be designed and constructed to major collector street starJards and shall conform to the alignment of the existing centerline (i .e. , the curb shall be located 44 feet from the curb now existinq on the opposite side of the roadway) . 17 ` t kit � V% e� NOTICE OF DECISION SDR 87-01 PAUL.SON PAGE 4 J Gyvf S �C L 43e 17 Standard halfstreetimprovements including a five foot wide concrete sidewalk adjacent to the curb line, concrete driveway apron and curb, CR road base and AC pavement and utilities, including sanitary and storm sewer(s) and streetlight(s), shall be installed along the SW Greenburg Road frontaye. Said improvements !hall be designed and constructed to major collector st-eet standards and shall conform to the alignment of the gi,isting adjacent improvements. 13 . The area below the .ju year floodplain elevation shall be dedicated as o reenway - open space to the City . A monumented boundary suvey showing all new title lines, prepared by a registered professional land surveyor, jhali be submitted to the City for review and approval prior to recording (on City forms) . 14 A non-remonstrance agreement for the future development of an area wide storm drainage system shall be executed by the applicant, on City forms, and shall be reviewed and approved by the City prior to recording. 1The applicant shall prepare a revised site/landscaping plan for Planning Director approval showing bicycle rack design and location (3 space minimum) , plant species, revised plant locations and gree heights where visual sight, distance could be a problem. 16. The applicant shall apply for tree removal permits through the City Planning Division prior to removal of any existing trees with a caliper of 6 inches or greater. This shouold be accomplished during the review of the revised landscape plan, 17. The applicant shall ensure that all debris be removed from the floodplain area and drainageways and that all construction vehicles be kept out of these areas as well . 18 . The applicant shall apply for City sign permits prior to erection of any signs on the property . 19 The site plan shall be revised to indicate the use thq of the 10 foot wide strip along the north face of the existing building also to create a minimum width of 24 feet for all two-way access drives . 70. this approval is valid if exercised within one year of the final decision date noted below. D. PROCEDURE 1 . Notice: Notice was published in the newspaper, pasted at City _._ Hall and mailed to: x _ The applicant & owners Owners of record within the required distance _ X The affer_teJ Neighborhood Planning Organization ___,K Affected governmental agencies NOTICE Of DECISION -- SDR 87-01 PAULSON - PAGE 5 r:.AW 2 . Final Decision: THE DECISION SHF►LI_ BE FINAL ON March 5,_ 1987.- UNLESS AN APPEAL IS FILED. 3 Appeal: Any party to the decision may appeal this decision in accordance with Section 18 . 32.290(A) and Section 18.32. 370 of the Community Development Code which provides that a written appeal must be filed with the CITY RECORDER within 10 Gays after notice is given and sent. The deadline for filing of an appeal is 3:30 P.M. March 5, 1987 4 . Questions. If you have any questions, please call the City of Tigard Planning Department, Tigard City Hall, 13125 SW Hall Blvd. , PO Box 23397, Tigard, Oregun 97223, 639-4171 . -21 PREPARED BY: Deyorah A. Stuart, Asst, planner DATE WiltA m A, Monahan, Director of Community Development DATE APPROVED (DAS:cn/2981P) ~ [M lr00 Mltl{� 4 •.� MM1gM R T_ (� / �► _._ r! �.. _'��----- �.� •Mer__%�, Co LL WA. Co.: ISLAND*! `. } Live :.t.. t� 1ICE OF DECISION - SDR 87-01 PAULSON PAGE 6 sl JZ . . _. r2.W, �z�� we w�l� c�e�tlopc �trat-i�tic PSH �� o�►�e . S}rcpt p1zti �r Ca�c��.t �►�� . � �,V�I, �o� �t`�w� . �t V G�t►vNtk� o� � ��a.!'!tiG rH�k.��q �A V-"A %1%0J h1"A. oar �1�.t a�•orti��d CA,scw-.SQC- DESCRIPTION SHEET �= page -l---far vesting and encumbrances, Orscr�jsrii�n of the—tr-act.--Q1--laud._-whie"-z- the subject ofd-- Property situated in the County of Washington and State of Oreg--1, described as follows, to-wit: Beginning at the Southwest corner of the D. C. Graham Donation Land Claim No. 52 in Section 35, Township ]. South, Range 1 West, Willamette Meridian, and running thence North along the West line of said claim, a distance of 16 .00 chains to a stone at the Southwest corner of that certain tract of land conveyed to Herbert and Erma F. E. Olson by Deed recorded on page 99 of Book 304, Deed Records of Washington. County, Oregon; thence South 89° 22 ' East, 193 . 66 feet to an iron rod , said iron rod marking the true point of beginning of this description.; therice continuing South 890 22 ' East, 568 .52 feet to an iron rod set in the Northwesterly right-of-way lint, of S.W. Greenbury Road; thence following said right-of-way line South 40° 21 ' West, 308 . 85 feet to an iron rod, thence North 89° 32 ' West 277. 56 feet to an iron rod; thence South 0° �:1 ' West 7.75 . 00 feet to an iron rod; thence North 89° 32 ' West 92. 44 feet to an iron rod; thence North 0° 21 ' East 513. 64 feet to the tree point of beginning of this description. EXCEPTING, HOWEVER, the following described real property: Beginning at the Southwest corner of the D. C. Graham Donation Land Claim No. 52 and running thence North 1056 . 0 feet to a stone; thence South 890 22 ' East 403 . 66 feet to a point, said point marking the true point of beginning of this description; thance continuing South 89° 22 ' East 358. 52 feet to an iron rod set in the Northwesterly right-of-way line of S.W. Greenburg Road; thence along said right-of-way line South 400 21 ' Truest 78. 00 felt to a point; thence North 89° 22 ' West 97 . 96 feet to a Point; thence: along a 225. 00 foot radius curve to the right (through a central angle of 311 17 ' 2.0'x) a distance of 124 . 83 feet along the arc, thence on a reverse curve -" 4'ildRw►ur, k the left (through a central angle of 31 ° 47 ' 2011) a distance of 97. 09 feet along the arc to the true point of beginning of this description. ------ ----------------------- - i Also excepting therefrom a 5 . 0 foot wide strip of land along the the Northerly portion and a 10 . 0 foot wide strip of land along the Easterly portion of the above described land dedicated to the City j of Tigard for street right of way purposes . r --N9P-'- 3#--l-33167 £88�} s--- -Eon ' t Preliminary Report Only IV .01 j aii�Tri all Ct 14, b 0 h` 1 / CP R vC/ o\ rtl � JO. �, Ga"''�n Ck r, ahem omkpNo N ol %V �J `mss riyF/� 1 ' h°c� \ P• a w 10 i • •. • ` • •• ,►_ f� • �. •'• •• y�P p / � w w � � .• � P LJ . f) .j . • • ' ,.000/ w `. zo i !� '� ,�► I• or � � 2 � W Wx,d � w i � � L i r41" ti 0 ,5a sz I I I r O Co w a wil , i lb j ` r q 0 � ' 4 DI J I i PORTLAND LAKE 05WEG0 i GRESHAM Carpet Rugsfloor coverings • interiors. . . since 1921 Vinyl Floors Floor Tile Formica RICHARN G. PAULSON, SR. i Ceramic Tile 3040 N E Sandy Blvd ; Window Deco, Portland.Oregon 97232 Woven Woods Phone 15031 235-8711 l ALBERT R.KENNEY,JR. (- I`JSULTINC LN��INEL(� 136 EAST BURNS'DF•PORTL AND.OR 97214.936.1591 296255 W GRAHAMS FY RD'W11.SONVILLE OR97010•M9-0191 11M,WFDDI-E P.I.I. I Jim Weddle & Assoctiates "Professional Surveyors d Engineers" r 1750 S.W.Skyline Blvd.,Sults i Oq 497.8063 Portland,t)regon 97221 Res 641-0251 •• e9e411 9 4yr91 �e• r Y elreR• �'7 as, Phone_ — — _ r r- EX 1ST1G U q r 1 I 0OI � ' I u I. I NJ 0 ILII '711T- (-AL_L Ui UI C x I S'T I� �uLVEI7Y S t I i (`�F vt*T.) -� o Z - 2�' ;'!?C. `_ .\ ! 1�.1,I I I y - �.•...._...., I`,r , C- G.P, � / rJ,d► ax I ,T M.I-I . - 21 TZ !P1 �_ t� v'� EXIST. ><t,EG VAULT N,'-4 I.0 =r- rz ssL _; 2E� G. NS�D� F� C'G" E o 0XIt."1'I of F X I ST t G C. C_ tom' .� I A r* �,Ah-J I 1 e >'i -7 I-U I 2 I t-� 14a 3.4 4 ---1 �rzFmo v� Ex1sT G 'I J ! z I S,I.O s (cx,�� ; 07� u► 0 nj 0 G z -► ______-____---- - - - -r p -Ol ul __ - - - -' ____ __ ---'----��-�._ E�J�ti A C H P Av eN EtvT,,,.. v� I CJ. I G4.qQ+ / Fey,y�t✓Gr ,�Kca�i�j� P l_ 1 } lot 7a,- UGRAJ- 16 LE - - ___. —._- _-- __.._ - __--__ ._• - ......fir __ - 1 ..-.— _,_ ---_'-. �- ...ice -....__._ _.- ._—_ - 4 _. --_'•- - -_.. .... - ' _ - JE al k -Mall w '•4, PLATE 1 PLAN PROFILE 0. P. R. ► R. F. STANUARo . .t r.. i 41 „•`kr 1U0'� RAG PAPER—MADE ANtl DRINTE[t IN U.S.A. ['. VJGt NF OIET?nFN CO. _ wbwlNtleP' 11.sWh .kr'`TAu k .._ � --._._ __�_ .• .. • .+w:,. .cv!'S �w,��...___...--_ - - - -- ... .. •Y ... . ....,�.. .]. ... :, t.Y v _r...iir.v. rn w.. Y i;�. r 1'�V. - � ._ , y. � ._ .c`Asa _._. m'„-•.---•--.-•......,. n•w ..- y._ ,..,,,�.r�.�«..0 _ � .. ._ �""'��l',' � �"1 .t k ,;; q„y :c r y , .µv;R .�•g ,�: "'!K �' � �'..�- _ • Ste'� •-•- r .T... .r_ �••— wl� .. 1 1 i 1 4 111111-151,11I1�1 111�r1► 1�1,��1 I+I�i�l 1�1111fJilll ( (III (I •1(111 I�III� 1111,11 I�III�Il1�llf� I�III�I}I�II1�1 I�II1�11111�111 111I1111111,111 t�{'I�IlI�1�111f111I111I111I1t) _ [ , �` II 1 1 E NOTE: IF TH IE MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOTIMT-IT IS ME TO Zlf QUALITY OF THE ORIGINAL DRAWING• OE 62 82 12 9z S2 i2 EZ Z2 12 02 61 91 LI 91 SI tI EI 21 1+ 01 6 0 L 9 S b £ 2 1"""" -" [�t111n11Nu11u111u11n111unI1N111111�11ullutluu11111111ubtet�wllN�alr,�latnll�uf,>�t�ttttlNtl�t1!11tU11u111uu1111111 ;t�,i�1111i�dtlllmrhn11111111111�u11�nu1u1�111uI1e11�IH1i111�111111nIu1111111111111111111W11�Wltll�lltt�lhll;flll111t1J�111t1 MARCH 30 92 19 - «.www.,._... .n.:. .._..w»n.r s:r. .-...._-•_ _. _ -_ t1 PLANT MATERIAL LISTIM13 (3) 2x2 S4S DF. S' STAKES TREATED W/ ONE COAT OF OLYMPIC #713 STAIN BOTANICAL NAMcUg ANTI1_Y SIZE CONDITION REMARKS DO NOT PENETRATE ROOT SALL coM'ioNAME TREE WRAP - FROM GROUND TO FIRST BRANCH j � • TREES T9EE TIES/RUBBER HOSE W/ 12 :s M� Acer circinatum 5 5-6' B/B 3 STEM GAUGE GALV. WIRE Vine Maple MLN, CUT t1 REMOVE BOTTOM OF WIRE Liauidambet styraciflua 4 1-1/4" cal. B/BBASKET. REMOVE BURLAP Q American Sweetgum TWINE FROM TOP OF BALL AFTER • �t STAKING. Z 01 SHRUBS Z— MULCH CIRCLE_WATER BASINy Z C-13 Cortaderia selloana 5 5 Gal, can 1 112' MIN. DEPTH Q d Pampas Grass J MIN. 24' WIDE BARK MULCH _ a C!) CIRCLE IN TURF AREAS W OQ � c'ytissuE; scoparius 'Moonlight' 3 5 Gal, can .gip � Mocnlight Broom Z Lh t Evergreen Azalea Varieties: o Q N Hino Crimson 7 3 Gal. can _ BACKFILL SOIL MIXTURE N f` Lithospermum dlfusum 12 1 Gal, can - cc AS SPECIFIED Lc 01 Li thospermum ..� 2 x DIA. OF ROOT BAL.L _SCARIFY WALLS AND BOTTOM - � 0; Pinus mugo mughus lb 18-24" B/b OF PLANTING PIT U O Mugho Pine Uj +� Rhododendron Varieties,: < t 0. Vulcan 11 18-21" B/B TREE PLANTING DETAIL - SHRUB PLANTING SIMILAR -6 05 L) APPROXIMATE LANDSCAPED AREAS: W w SOD LAWN AREA: 6,300 SOFT. NOTES ._._ J L) PLANTING AREA: 1,375 SOFT. 1. $AS STOCK MAY BE SUBSTITUTED NITH CONTAINER STOCK OF EQUAL GRADE. T Q Z. CONTAINER STOCK MAY BE SUBSTITUTED WITH BAB STOCK OF EQUAL GRADE. i U 3. PLANT MATERIAL SHALL CONFORM WITH AMERICAN STANDARD FOR NURSERY STOCK, (n Z ROUGH SEEDED AREA: 1,428 SO.FT. ANSI 260.1, 1980 EDITION, p O 4. ALL TREES SHALL BE SPANCHED. � Z -4 5• MULCH ALL PLANTING BEDS WITH 2` MIN, LAYER OF SPECIFIED MUICN 00 6• IN THE EVENT OF A DISCREPANCY BETWEEN THIS MATERIAL LISTING AND THE N DRAWINGS, THE DRAWINGS SHALL GOVERN THE PLANT SPECIES AND QUANTITIES -J REQUIRED. 7. IN THE EVENT OF QUESTION OR LACK OF CLARITY ON DRAWINGS, LANDSCAPE CONTRACTOR IS TO CALL LANDSCAPE ARCHITECT BEFORE. PROCEEDING. 6. LANDSCAPE CONTRACTOR 15 TO ROTIFY LANDSCAPE ARCHITECT PRIOR TO INSTAL - a LATION OF PLANT MATERIAL. ;R �>-/sr/rim •y�J s/��v '''I'J _— __ I �,�/ice. •��ec,'I��` �'r -- ---- -- - -- -- - 0/.C�cTC -- 5• ,..71 O _5 O //V V. / 7-Y/ I ----- - - 3 vuc r-nN LL - Z Q J 4 � TN Ja�c�N.G'/C'7� _ - • �, .��_.—../ � 7 - I w 0 til 1C;11/_ LL - - - -- - - C 'IN t.;.. 3 /•701 He' Uj U) Z Q 41, 7iPL�.StI/�y - ` _ ,- Z x OU) Lo 00 2 . - 82 02C REVISIONG LE ARRI1 ( ,1181 _- DRAWN CMEC�lo �--�1 /ENSEN KRAUSE SCnuL J0MP S SB 13 N. D n 8!707 4/77/97 oz PLANTING PLAN 51' OPN PEPMTTNO, 253-87 6 OF ' **4�O L 1 o ,O 20 40 WPM I-•� t T I ► I i I ( .I- I I I t N 1 1 1 11 I ► 1 I I 1 1 1 1 1{�I�1 1 1 1 1 1 1 1 lI ( 1 '! III Ili Il 111 Il 111 111 111 fl 111 11t I,I 111111 I,1 I,1 III I,I III 11 1 1�1 111 1 111 1,1 111 111 1 1 III .��•.»! ,w.-,.+...i......« ..r....... ( 1 NOTE: I f THIS MICROFILMED 2 3 4 5 6 7 6 9 10 • ,.'P' e. �" rr"�..�---�1 - - `T � —^� `"" DRAWING IS LESS CLEAR THAN + THIS NOTIC61F-IT IS UUE TO , J E-QUALITY OF THE ORIGINAL DRAWING. -0t 62 92 12 92 S2 fZ E2 22 12 02 61 91 L1 91 SI I►I 61 ?1 II 01 S O 1 9 s -A�s-IP - 1E z I r - f A 4' ,nlluulnnluHluHllmhmhmhlgllnllMnlHnlnn6ndlru�t>r�1,>)wlbm�MldmNNl�ltnlunhlnhM►IHHIMIIbu1IInIu1 �IMlhnllnuluu�mtlun�nulunilll�N�IN1�uIHHIIHIInuhnllllllhWIHYHUI>1uUuUlWll�uu�1[tlbtlM MARCH 30 19 92 a •rft GENERAL INFORMATION 41 y `` . ik TYPE OF FACILITY: �`� COOES: V BUILDINGCODE(SI A D D I T I O N A N D ALT ERA T O N S F O R ZONING ORDINANCE LAND USE ZONE ♦ CONSTRUCTION TYPE(S) - OCCUPANCYGROUP(S) i ILIst allover 10%) We FIRE SPRINKLER FULLY K NONE C PARTIAL 1 ___% I < PARKING: _-- - co (J STANDARD REUUIRED _ _47 STANDARD PROVIDED _ +� Lu Q WAREH E F R COMPACT REQUIRED � COMPACT PROVIDED __--_ , i I , - - -- HANDICAPPED REQUIRED ___ � HANDICAPPED PROVIDED,- _�_. � Z TOTAL REQUIRED _._ _ TOTAL PROVIDED.. W PARKING RATIO - l�'S- - SPACES11000 SO FT GROSS FLOOR AREA I O G NOT APPLICABLE AREA COMPUTATIONS: ( r 10855 S • W s G R E E N B U R G ROAD BUILDING Q,clsrlF+4 ADD �"u•. AREA(SO FT) OF SITE ,1 I N GROUND FLOUR(Pnlr+e use). 3. -- - ��671 I TENANTISI a64 �.�fe j___-- _ �'uwj TOTAL GROUND FLOOR(Enclosed) a 37 I Y� OTHERFLOORS I BASEMENT MEZZANINEISI -' i I I �� j • TIGARD OREGON 97223 2nd FLOOR 3c 1(p 7 A ADDITIONAL FLOOR(S) .. 44 t7ri �iUST;Ncm ' b. 10 TOTAL BUILDING(EnclOSed) - , 6UILprIJaF I < ROOF AREA 3r- •M18822 44, LANDSCAPING ) ' 2.9 S H E E T I N D E X PLANTING ATEA _ 17 rI' ui PEDESTRIAN AREA ) 1. SITE PLAN, GENERAL INFORMATIONI TOTALLANUSCAPEAflEA ?A,34'G _._�4�7P_ � y i �< '•• 2. FOUNDATION AND FLOOR PLANS PAVING PARCEL ACRES) 3. FLOOR PLAN -- EXISTING BUILDING IENANTPARCELiS). -1 ACRES,- 4. DOOR SCHEDULE AND DETAILS UNDEVELOPEDAREA(S) 1 ACRES) 23•a32r __ �'S' ►• 14 TOiALSITE ( ACRES) v47 I IG G'I J IQO.LlG 7� Q J S. EXTERIOR ELEVATIONS 1 I 6. BUILDING AND WALL SECTIONS1 I,-TOTE: c.A�.G�L.A�L A+z'-O;AS rR��R GI'I_r •�ItAs_ HFaI�•t•1�r�I / INGI_UDE Or- LY ,�Ft;t=�Ag kITH ). Pteor'Et2TY �-ME= �UNUAR�S• I 7. ROOF DETAILS, STRUCTURAL NOTES (IDOIES ARF4A5 To N�IN .�'T'T'Z��'' SII�..y:Ai.lLs' �•A!oIP.(�n15 ``+-_ I AT DRI�I�hlA•Y.�S�. � - � � 8. STRUCTURAL FRAMING PLAN AND DETAILS j CswuRe 4 W4 cC4*4Cy.W' 9. STAIR SECTION, FINISH SCHEDULE, DETAILS , 'v/ � I / I� I / / M.«x, f. �( �i�T nl6► (, r r G�.�' •RAw •moi:M!'ll I FlD WO-1T-"G 11 CGN �/ Oma. F'11•D ,- ' CnC" -_---. -aA• •u.•tt• .!1••••••••.•.••�•�a•••.•.....•..•• •.•ter•.•!.a•. ••• 1�3.!_�LLlSS_lStl!!�/•t ._!.!llllti!•.•..•r•••��•..•...•.....•.� •••....•••.?•...�•=.a•_•..y•q_�_.!. •*• I � , / R N V F, Ib711•IIf .t / I a '-r G'1WI' (j , 01 •iGAK, '+v06 Jo ° 40 � /p cIST1 _1 14!.6' " I �G -JLC rJ Gt`H�R�.L , N - 1,�JPSOfLr-WTION �A�-G+� ►TI hl"� sl / 7 .2' N-riwdr(N.I.C.) I WILW _•6-A.3 5Gs 1,11 ILI / n G4.s i �� g � Ian to �• i ,� r --tea �W ynN� I�T1LI'P•f� w¢ D•;sf -� \, No "r+lS AREA TM // 1'ic�5T1'I ^IA►'rU1�D.L IE4°-A, Oti I.y G2a.�6_L 4qUy' �'.MI,JLT I 4o ---- - ewe ca�T Tl e -•�(�.r-u•'�: -b .�►E ;ter-�.nr.�� / °yY; 0 H!•JRS � GONTI�GT { : t � nl l � / �•r�E �- 1�GS1 L� O[ ZF---*77A{i r•4l.;>"' u,'`,' [� 1 / ti V 2 iT IN. a.ACG Cr�rvC, GURb +�1 !,.,.._ ,' 16+x r/\�, J . ` / Tom,5:-- - - - �lrT'1 GDNG, � 1 r / .t• Rer'�tO�t I[><s:T i , GUILD bY►I.K-_ p u pal, � ,•+�; �' '� Tr�l-•►o•►•tT ,ayDlrldN �►�� Gr `ui�a � � 0 � Cow F lu,4c. "go W/WD Ftlldt- , �•0 I 1L� p � Id4r�A��.� I I •GONG, ; ` I(j V/ M �w.`•�`-_t ' / \\ I I ' y 5•,) `STTu t . ' .n C,r 1:`AS�' i"_r :T I �. PMJNTe-0 A 4x4 PVL. 5, ma r J• / \ 1_ / ! NE�r A,G.f�M�VIN� \ I Ito Ili 1� ,•�• �C / u:5d /A I S ore. w I I -_� \C♦ // - 51.1�M} ,s'r ri NG WORIL THIS ARQ:C l I +'ylyrRl.Gs*lIE SrWLL ft�11UYE PAV,t-�lr AT `• N Llai I°�n r-1CT A,Cr',A,-'. 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I` , , _ I4 I I {j ar c w ro�QcXr-044 - NP t! 7RCrdN _- � I r �, gftsvlr�ulo•n11�r LuteN�cW 96.14 .,/�Lw • R. _ l/;x1i 4r4. 94•+.."! c 91 &,L-IS-9'7 rren %0AV pML o \, �� '.••�� .37' •�149'12019�s.G'A TVG Vj - _ pIM FT - I uwoXJ,I �{ l' ' ' - - - _>- .- - '`•.IG`•�L�9Z=•I�-it•....,.._�,u�-_•-ti.i-�•-.-I�c..1•.�,�7Lf_. . ►�..-7�a�T�.��aRr•• �j'R: 11I Vl�n.:■`S2'Ia�'2+.Z�'Ic 2'.G.1_._I �_-j..'•G nt1RP/4-sl"-I�C_W J, ICAL' (�I 2l�,_.-_ I5.8 wst.e2V1a4, 7G - . 0G 141.&7 ; Gsl-�1 9QI•SbUT7t6D65 471.&" NwJAI Tt-AT1lR. ll:9..l aIa1.1 �- 9 co -40 ♦ He F10-- vr'f LA, Gl Ptra - -_ /L RAD. YP a 4 rre�t Irr1; 1•xl rrlr.I� tl Y`}°A I�/a,s `N I t 1• �y�-T.I� 01'H��S Z� `�. las. 'JL4 I�•Gn ..- --- - ----- ---- -_ I'--p ._... 65.0' / coNG, L►RvN t �,r. fll 1 - _.1 4._ II --- - r --i ONG GURO•.JD•'Oor•Y1'1' // ,a1, rc. / y - '� �y-�-'�• !°1aNTlly pMlurby' sR1eIP1as• I , ' ��' "J• w, C�C.o•GE IQsL�/D. / !.�,,, Ias,�I' . � Tlr�rrl� wr11TR' •rTt•1uL_ I l 4=---- - ------- - ---- 16, G. �•AI TTI K. ' - •• • • 1�Gr� RIlt4 o V C. *K S"'•4. al►,v if ''d 2.11 ...\ • I _ t I _I _ ' �; poR PI.Atit!INlck(N.IC.) - - NA4TI ^` 17* As 51 �` - --1 Iae.EtrP,�+opNVE}7 �MtIsL',f�lNN�bwt•uwVI�•1„tPGlE,eer / !- T >--. r _ . ,1` ' •Ra`-��`..,'. �i• � ' 1 •••iPiiLS�:�•.•�I•P-�11i4 _(.N,.I,•G••)...•••.•`I•�•��"Ti� I aG �sO •!�.r'1'P �.11. "-2.+"''i�dh�►LS•VG L>\h',L'c!.L`"�•JE I' ',��.R s R/ p lIc�_ 2-r- 16 c I6 is ✓ti`/•• 2FR ZLw209 114,• ••• •..•.••••••• � I r 1 f• Ja ' SPIE �.f^�D'XI►�G DWETli. / _ .. su . Ila.. --- - __ - - - -...•Taat1'J{:a- _ _.____ r.sa+asa . .... ---- 4 EX-T ItUDED ccw- (--JfZ6 - _ � \ , �--•Cxh9"'N� �..!.H �SJ IGt,S4'tt. - - - - -N c,R.- E1•If1,1�t T . 1 N.T 5 d►% f '-.z_ Atpt' .� Drown er cn.c�.e ry / CNIf.*r►Iri M.N•(s•� 6TRGIS•T51 MP1fpVE.M�PoTS �I,N•ITG b1.14 T< ttt.No \ `\.* �-__�ryY oYNt:1[9 lal•i�L sc 111•t �s. ``• �,fS1ti O�'*FA1.�.-N.I.G. -�-'�"�'• ,,, ,-- N•K tR MIN• IILOP'IL �.��(N G. \\� _ \ ��/ - {LrrlUlNdr'11LL� job No. - Date�rT'1uTY to 'ti flG tet..Ko,r>rC) �..- -------_._._ _ cit R:�g. rs,' cm�esles. 3` -�"� I •Y.o• 8ba 1 r-- -- -ao_ _o rT E W \_ �/ Sheol TMN r � \.SrjN� CKIaTIrJ(� -1,H �CTTL.) G'l- A1t''� ' SITE PLAN _ --, IVQATH $ 1TE LEGEND > + - LIMIT�a ot= wURK. AM-CA -•� i_ T a a.:• ---- _. ---- - n.C. '�.4/.dr LrI F°fL!! •iCL.J�S ---. •....,•.•.•�.••.•• THIS C:GrtlT�i�'L� --•..._ _ - - -- --- I.c�.naN v� CHANCE aR i �F 5_!EvCb \ O t Qr�h"�2AL+ SHALL, r'ROVI DG 8 NS's I_ 4 1 7 (RKLaMPri'!,s G.URryS G citwil-#'� E" t'cL�'1�• "f�LLF rMp 4' G�••45.5 ?1x �Y',G, �II�� `S_CE�/G�, oto D�AMf'�"�"r!R Ja e NGw Ci RAP11 -'''UP or GUILTS AI:D h,KK T.G, 1 Ion oTfl' fbt.� r 1�t*►PY �� X,KK ljG, o �JHOh1N. 11-1.5'TYaL.LA'T)UI.I A�j S. �(.iF`ilY 7. Ib' Mlrv.COC.!!, adp�wi ..r �jc c.1 T.N<T crTlOAt� MI/f;l-k'"S.'ATlr�rf � G x.,cK I I a 10 �J N.T ......-. P' ..:,... y:rrrlu_ ' - -..... ..f.......u... - •,Ih�..�aAMu -a .,�.:._ga�.., w�,yx, -wr..wfw�Y. _ _ _ .. .. .. .. _ _ _..n..wri..n...w.......,._. .r_. - .,...ww- - , 1 .r. � I ' -I e'am:.u..,,ll 1111111 1111111 III T11► III X11 l+l II1 III Ili l�1 � .��r'•'• ,, - ' iI I I { I �� 11111 II 1111'`11111 1111111'1111111''11111111111'11111111111111111111111'111'1'1'1'1'1'111' 1111r1r111111tr11111111I1111111., r,uTf t If THIS MICROFILMED r 'r"••�-i 2 3 4 5 _ 8 -7 - e - 9 10 OR',WING IS LESS CLEAR DIAN I 11 41S NOT ICS; IT IS DLR 1U jtE QUALITY OF TW ORIGINAL DRAWING. QE 6Z 97 LZ 9Z S2 Il? EZ ZZ It 0? 61 91 LI 91 51 i►I EI 21 II OI 6 1 L la,r"'" ous LOO S ,►111unhNlluNinnlnuhullnubn�►ulllullu►tlnulnlrhnll►Hlb,lelanln11111t►Ilnt{►ttdl►ttln►tlt►�tln►dmtl►utlalllrlull►,�n+IIIt111►tnitlt1111111t101►►IUHI►1111►IHNIUI►jiYl1111VUIIIImIlnalullln1111H�IW�11!'!I`MIt�11W11H�WI�.UUIIIH�1111utuHH1 , MARCH 30 19 92 MARCH _